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Home My WebLink AboutPermit D08-410 - WESTFIELD SOUTHCENTER MALL - T-MOBILE - TENANT IMPROVEMENTT- MOBILE 718 s MALL D08 -410 City of Tukwila This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 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.: D08 -410 Occupant /Tenant: T- MOBILE Building Address: 718 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL SALES Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 43 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 BUILDIN G OFFICIAL CERTIFICATE OF OCCUPANCY DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 718 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: T- MOBILE Address: 718 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: 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 Contact Person: Name: MICHAEL CADY Address: 19807 NORTH CREEK PKY N , BOTHELL WA 98011 Phone: 425 - 785 -0444 Contractor: Name: HAWK BUILDING CONTRACTORS INC Address: PO BOX 2318 , WOODINVILLE, WA 98072 Phone: 425 402 -1818 Contractor License No: HAWKBCI034PM DESCRIPTION OF WORK: TENANT IMPROVEMENT BUILD OUT OF NEW MALL SPACE CitAbf Tukwila • DEVELOPMENT PERMIT Value of Construction: $260,000.00 Fees Collected: $4,000.80 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 - 410 Issue Date: 09/29/2008 Permit Expires On: 03/28/2009 Expiration Date: 12/23/2009 doc: IBC -10/06 D08 -410 Printed: 09 -29 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ATukwila • 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 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: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: !a m. i i A L Date: 0 I k 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 complie - whether specified herein or not. The granting of • ermit does no presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the rmance of or . I am authorized to sign and obtain this development permit. Signature: Date: 9 - Z - ZA Print Name: doc: IBC -10/06 't4l ,%O1 L in! S / ( 6 /7 FN Permit Number: D08 -410 Issue Date: 09/29/2008 Permit Expires On: 03/28/2009 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. D08 -410 Printed: 09 -29 -2008 Parcel No.: 6364200010 Address: 718 SOUTHCENTER MALL TUKW Suite No: Tenant: T- MOBILE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -410 Status: ISSUED Applied Date: 08/21/2008 Issue Date: 09/29/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: 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 mm) above the floor. Hand -held portable fire extinguishers having a gross doc: Cond -10/06 D08 -410 Printed: 09 -29 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas m which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located m 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 23: 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) 24: Maintain sprinkler 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) 25: 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) 26: 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 sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 27: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 28: 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) 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire doc: Cond -10/06 D08 -410 Printed: 09 -29 -2008 • s 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 Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 30: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 31: 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. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -410 Printed: 09 -29 -2008 Signature: Print Name: doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 w • rk. /L /AI - PI2� — S 117 4t / • Date: ?- 2- g • 2- u D08 -410 Printed: 09 -29 -2008 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //tirww.ci.tuku.'ila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION tkattt Site Address: 71R ''IIS,woutiNc rdrx ;Tukwila. Suite Number: Floor: Tenant Name: T Mob1 t,(1. New Tenant: ❑ Yes ❑ ..No Property Owners Name: Lstbft.d& Prcparb a. Mailing Address: o Box 130940 Name: Aielndll Cael9 Mailing Address: tqel07 11/43141 Creek �vkwa kbriti E -Mail Address: Michael CaA t eobtta _ Cpt� Company Name: Mailing Address: Hawk Rvi lcQ i P.D. &fit 23 Sam Adk,4k Fad, Company Name: Nil Pehn Building Permit No: bOe _ L ! 1 i •. • •Mechanical Perrnit.14o. rt D $'= IA Plumbing/Gas Permit No. - ?(,0.0-1 Public Works Permit No. • Project No. _. v 1 _ -- (For office us e only) King Co Assessor's Tax No.: CZ* c6a City l�.tba2�xlrille Contact Person: E -Mail Address: ,' • Contractor Registration Number: i4AL?K BC 1 039 P11 Contact Person: giant. Solna(' E -Mail Address: 5k81RQ., molhttr ca tat, COM Mailing Address: 635 1, _ Westport Pw kw & Sue ko Contact Person: /- �tl,/►S E -Mail Address: Mithte ue jltvdltins Q onpenn . Corn Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Bottkag Grafi bike City Day Telephone: 634.42Oo0 l o State Day Telephone: 125 V5 cit Fax Number: 425 agQ` ?i20 State Zip State Zip a12s 485 1S5:5 City e,, Day Telephone: 48o (fie-424o Fax Number: '1 9 7223 State Zip State Zip Fax Number: 811 ul - 9411 92o13 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued WA. X011 GENERAL CONTRACTOR'INFORMATION - (Contractor Information for'Mechanical'(pg 4) Plumbing and Gas Piping (pg 5)) City Day Telephone: 425 402• Ism Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect ofRecord Company Name: q �" A_r Rai _��,--^ '� Mailing Address: 1035 Pltor'dl Scott& Q Ra Sac& X95 Sot a.0 AZ 85259 ENGINEER OF- Rte: CORD' - A11 plans mustibe wet stamped'by'Engineer of'Record TX 76051 g17 -410-LSO 217 Page 1 of 6 0 BUILDING PERMIT INFORMATION - 206 -431 -3670' Valuation of Project (contractor's bid price): $ 264 G>CU Existing Building Valuation: $ Scope of Work (please provide detailed information): T604 livrOlg RI (6)11l 'J co M1P& p Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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: Handicap: Will there be a change in use? ❑ Yes • No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: I ' Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [Z No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I I " paper including quantities and Material Safety Data 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. Q.Wpplications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2of6 _ Existing • Interior Remodel Addition to Eiisting Structure New Type of Construction per IBC . Type of Occupancy per • IBC y • l Floor I, 7 25 116 SptQeHercan 64 r Floor 3' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 0 BUILDING PERMIT INFORMATION - 206 -431 -3670' Valuation of Project (contractor's bid price): $ 264 G>CU Existing Building Valuation: $ Scope of Work (please provide detailed information): T604 livrOlg RI (6)11l 'J co M1P& p Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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: Handicap: Will there be a change in use? ❑ Yes • No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: I ' Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [Z No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I I " paper including quantities and Material Safety Data 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. Q.Wpplications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2of6 PUBLIC WORKS PERMIT.INFORMATION — 206=433 -0179 Scope of Work (please provide detailed information): nee,) 1046upr Weta4 the a.L Miturra , Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 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) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public Q:Wpplications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised. 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ ... V al Vue ❑ .. Renton ❑ ... Sewer Availability Provided WO# WO# WO # Private Private ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size 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: City State Zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU 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 MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Performance lieativ J Si , Mailing Address: 70i 5 I &2'' 750 74 /{�L 6 1[Xht City State Zip Contact Person: Day Telephone: 42 261- OLT& E -Mail Address: Fax Number: Contractor Registration Number: PECFO HA4SOR,T Expiration Date: Valuation of Mechanical work (contractor's bid price): $ L(261 2g2 Scope of Work (please provide detailed information): * Te , IMprektmazis /1VAt. (6 hats) Mots+' q0,441.P Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q:'ApplicationsWorms- Applications On Line\3-2006 - Permit Application.doc Revised: 9 -2006 bh 1 ,,,4a 932 Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) ( Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Z, Sinks 214 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory I Water Closet I Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment ` Repair or alteration of drainage or vent piping ( Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Arne rlQtPI herl Mailing Address: 223 S Letj[s Q:\Applications \Fomts- Applications On Line\3 -2006 - Permit Application doc Revised. 9 -2006 bh Iionrot PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 L)A q & City State Zip Contact Person: Day Telephone: 2c6 1(47- 6107 E -Mail Address: Fax Number: Contractor Registration Number: Memo 214 Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 46 107 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): QLUMbII 1 Ir4p tpe ft ow* af t mat S c.e Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should 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 R it R l HOG AGENT: Signature: Print Name: }1ic ae( Mailing Address: lq$07 Nom Date Application Accepted: Q: Applications \Fortes- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Cr Pa/4443144 Date: M Q Day Telephone: 785 - Mil' City State Zip Date Application Expires: a 0 1( 6 7 Staff Initials: Page 6 of 6 Receipt No.: R08 -03376 Payee: HAWK BUILDING ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Check 5769 2,426.50 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -410 Address: 718 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/21/2008 Applicant: T- MOBILE Issue Date: Initials: JEM Payment Date: 09/29/2008 09:50 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Payment Amount: $2,426.50 2,422.00 4.50 Total: $2,426.50 '.ti,;O 1C/29 . , 07 - `STS` t. 2 3C doc: Receiot -06 Printed: 09 -29 -2008 Doc: RECSEfS -06 RECEIPT NO: R08 -03065 Initials: WER User ID: 1655 Payee: HAWK BUILDING SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Descript ion 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../Iwww.ci.tukwila.wa.us SET RECEIPT SET ID: 0827 SET NAME: T- MOBILE tuD 1,574.30 EL08 -1158 77.90 M08 -212 365.88 PG08 -231 41.00 TOTAL: 2,059.08 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Payment Date: 08/27/2008 Total Payment: 2,059.08 TRANSACTION LIST: Type Method Description Amount Payment Check 70034 2,059.08 TOTAL: 2,059.08 Account Code Current Pmts 000.345.832.00.0 77.90 000/345.830 1,981.18 TOTAL: 2,059.08 6645 08/27 ?710 TOTAL_ 2059.08 Project ` , Type o9nspect4On I Address: 9 Se-- (( Date Called: Special Instructions: Date Wanted: I D''.1 3& a P.M. Requester: Phone No: 1 ?,s — )7 3 - 15 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: pp f Inspector( Date: -a D $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 RECORD Retain a copy with permit D08- PERMIT NO. COMMENTS: Inspection; T ype of Ins A,tA 1 .. • r f �/ Address: 6' S , ` � �'�'" l r el-- /� A rp/ k./ A () /1 (( 4,./ 'A X; - .....--- ' Phone No: 925 - 27 3 ) TY3 e c_J' • b---i. . A I Project: f Projec t: aC I Q Inspection; T ype of Ins A,tA 1 .. • r f �/ Address: 6' S , ` � �'�'" l Date Called: Special Instructions: Date Wanted: a.m. 1 3 -7 - vcY Requester: Phone No: 925 - 27 3 ) TY3 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ®'Corrections required prior to approval. Insperor: Date: - J� i* 1 REINSPECTION FEE R 'EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: I ��5�1 Type of Inspection: C2�50cAfre ri Address: '7/ //4/411 bate Called Special Instructions: Date Wanted: /D_ 2 I- m. Requester: Phone No: _ INSPECTION RECORD Retain a copy with permit Eil DO (3 / `1 0 r INSPECTIO,p1` O. PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 COMMENTS: Date: 0.00 REINSP CTION FEE R UIRED.frrior to inspection, fee must be aid at 6300 Southcenter Blvd., ite 0. Call to schedule reinspection. Receipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. CO MENTS: nn®®��JJ / ft14�I / J g /) AIPa - gVtd 0,a1, /X / ti s*/ /c 7 - deaf° /3//tv 71 Special Instructions: Date Wanted: /O - /`-/^v a.m. Requester: Phone No: -72_5 PeD - 7// nest_ Type of Inspection: Address: /1", / -7//.' Date Called: i 4J I KK Special Instructions: Date Wanted: /O - /`-/^v a.m. Requester: Phone No: -72_5 PeD - 7// Inspect pa Re -ipt No.: INSPECTION RECORD Retain a copy with permit / lc, A 'Date: PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Approved per applicable codes. El Corrections required prior to approval. Da /4 / REINSPECTION FE REQUIR 2 . Prior to inspection, fee must be at 6300 Southcenter Bfvd., Suite 100. Call to schedule reinspection. Project: _. - Th 6 t t-e T e of Inspection: 5 2.c5(*d� flFb' 11WG Address: '"n ( Q,_ r4 A I 1 Date Called: Special Instructions: Date t Wanted: — t3 l0 ( � a.ne m Requester: Phone No: `i2- 5-2 73 -1 2 ) 71145 ECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3Q7 El Approved per applicable codes. 'Corrections required prior to approval. 7 COMMENTS: cf 'L c' (Y ; 7 : riAp e CA -t Jir REINSPE TION F at 6300 Southcenter ipt No.: I REQUIR . Prior to inspection, fee must be lvd., S • a 100. Call to schedule reinspection. Date: ,a. .. COMMENTS: ,, () ttJ r4—: ,Q ,--0 G.) d �sk_ L e , 4 :., Z ,�f 7` .' c 1 -(r 4 c.' Ar f , A A / i• , t �J / ft v /�l f e , 2 J !c) A-1( t.J [ ( S et Address: �� , A { r ll'� )2-- L j `• (I r c - , .. ur 8.,. -I 1.11 ci ,A. Ar . Special Instructions: 6 7. Z) ( u c.A ' ,e - e, ' Date Wanted: J Project: Type of inspection: Address: �� , A { r ll'� Date Called: Special Instructions: 6 7. Z) ( u c.A ' ,e - e, ' Date Wanted: J �q D m k Requester: Phone -- 7 - 1 3 -63 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION " O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspe %tor: Date: 13 v o c $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: • - r - rh vU lc Sprinklers: • Fire Alarm: Hood & Duct: Type of Inspection: • rift ' Address: • ! Suite #: . E �^ L Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: _ Sprinklers: • Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i •rJYS •,WSAii,.��.x`4e..t. _'- LCit. , ».Fy " iFi.. r C@� = « _.an y INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Word/Inspection Record Form.Doc 1/13/06 b 41/ PERMIT NUMBERS Corrections required prior to approval. I n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from :le -City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Inspector: 2, S /tp Date: /degk . rs.. Project: ('obi Le, Type of Inspection: ,' ,Eli/ eSS /Jill : // Address: 71 t S c , pApti-L.� Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • _ Permits: Occupancy Type: '..t'.:'Yh'l1.:aYi "at'i +: y%'!3!'di`«•4`iT- iF,'"/i{/4TI�' INSPECTION NUMBER pproved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Dog - PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: F./L- eve-A Inspector: Date: /0 3Aj g Hrs.: f n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department Call to schedule a reinspection: T.F.D. Fbrm F.P. 113 Project: , mob; )e Sprinklers: Type of Inspection: Address: 7/ Suite #: s, c . yVA LL. Co tact Person: W liA d / P Special Instructions: • Phone No.: 40)-5` -' 2 3— is Occupancy Type: Needs Shift Inspection: Y Sprinklers: Fire Alarm: _ (. 3 . 1 A-,r.) i , KJ Hood & Duct: A.-) Monitor: Pre -Fire: • Permits: Occupancy Type: • 5.'b'Si+'aRitY.."v "'�`•." �3:- )r...:._.t+cC�!i"A?�+wT'+�v..y_ eSK:i .'�+tiFY _ .:?>i' =2= - -v;: ++1c' ' , CU. , . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575-4407 di .pproved per applicable codes. Corrections required prior to approval. COMMENTS: 5p - v 1v -- — yr% Ffvr\ c. - Inspector: i 57 y Date: • /0/ 2. 'i /n g H rs.. oulia - fl $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 • Project: R T- mo J c Type of Inspection: se '60Lie•iet.., Address: -1 s. C C. /VJet2L Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: " Occupancy Type: • INSPECTION NUMBER [. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: ofc j Ce0 0-- Date: Jo 1 Hrs.: ` Inspector: • . �j� �/ I I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from A-- . 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 MAYES TESTING ENGINEERS, INC 417' Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : I Sample Temp. L (ASTM C 1064) 65 °F NR Nate /Cerient Ratio: LSlump (ASTM C143) 0.447 [Placement Location and Notes: CONCRETE LABORATORY TEST REPORT T- Mobile Southcenter TI 718 Southcenter Mall Tukwila, WA Hawk Building, Inc. Technician(s): Dohrman, K. Tested by: Hootman, D. %t t'.�sis 6� • () : /U 411.JNeT`f Hawk Building, Inc. � i' ,w��4T FIELD DATA ASTM C31 and C172 68 °F Rain Concrete Cadman 874465 200033 Initial Storage Temp. (ASTM C31) Actual 6" Entrained Air (ASTM C231) NR Sample(s) Rec'd: 10/08/08 Permit # Original' Revis -d: _10/07/08_11_ .00017 L30775] L 10/14/08 i L 7] L _4 x j 55280 i T 4.001 [ 12.57j' _ 10/07/08 j 1 0001 ] F 307761 [ 1 1 /04/08 ] [28] P 4 x 8 -] L_ — J [ 0,00 jr 0 0.00 _10/07/0811 0001 f 1 3 0 7 7 7 J { 11/04/08 j L28� [ 4 x 8 1 1 I- - APO L9,90 110/07/08 J � [_ 0 0 0 1 1 L 30778 L11/04/08 J L 28 L 4 x 8 - -11- 1 L _0.00 1 0.00 i1 Remarks: Reviewed by: Project No: Issued on: Sample Set ID: Lynnwood 20225 Cedar Valley Road Suite 110 Lynnwood WA 98036 ph 425.742.9360 fax 425.745 1737 L08354 10/15/08 D08 -410 I Mix Proportions: Ingredient Weight (per cu.yd) Cement - -Type I & II Coarse Aggregate 3/8" Fine Aggregate Fly Ash Non Chloride Accelerator Water 506.3 lbs 1,688.1 lbs 1,525.4 lbs 101.3 lbs 51.3 oz 271.9 lbs Required Strength: (fc) 3000 psi @ 28 days Set 1 of 1. Placed for slab on grade infills (all infills for electrical and plumbing). Sampled at 1.5 of 3 total cubic yards at 6:35 a.m. at Northwest infill. COMPRESSION TEST RESULTS (ASTM C31, C39, C617, C1231, C780, C109, C1019 or AASHTO T22 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) Type of Fracture N NA - l i - NA Timothy G. Beckerle, P.E. Branch Manager E MAILED OCT 212008 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" MTE 1050 -1 C, Rev 4, 08/22/07 MA I ES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 1 Date: Weather: Inspection: Sample(s): L08354 T- MOBILE SOUTHCENTER TI 718 Southcenter Mall, Tukwila, WA D08 -410, B070372 City of Tukwila Westfield Property Tax Dept. Fitch Don Penn Hawk Building, Inc. 10/6/08 Rain Reinforcing Steel, Epoxy N/A RECEIVED OCT 2 0 2008 COMMUNiTy EIEVCLORIENT Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. B070372 Preliminary inspection of reinforcing steel, capillary break, and vapor barrier for slab on grade in- fills (all in -fills for electrical and plumbing). Verified grade 60 reinforcing steel. Met with Ryan Adkins with Hawk Building Contractors to review the approved plans. Vapor barrier needs to be in place and taped prior to the placement of concrete. Scheduled epoxy, reinforced concrete and final reinforcing steel inspection for 07- Oct -08. Preliminary Inspection Install vapor barrier prior to placement of concrete. REVIEWED BY: Timothy G. Beckerle, P.E. cc: Ryan Adkins — Hawk Building; Inc.; Bldg Dept — City of Tukwila INSPECTOR: Kevin Graham Keith Dohrman E- MAILED OCT 13 2008 MA I ES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: Sample(s): L08354 T- MOBILE SOUTHCENTER TI 718 Southcenter Mall, Tukwila, WA D08 -410, B070372 City of Tukwila Westfield Property Tax Dept. Fitch Don Penn Hawk Building, Inc. 10/7/08 Rain Reinforcing Steel, Reinforced Concrete, Epoxy (4) 4x8 cylinders Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. B070372 Inspected reinforcing steel, capillary break, and vapor barrier for slab on grade in -fills (all in -fills for electrical and plumbing). Reinforcing steel inspected for size, location, quantity and form clearances. Observed the epoxy grouting of 112 #4 vertical slab dowels for slab on grade in- fills. Hilti -Hit HY 150 epoxy expiration date of 3 -2009 was utilized per manufacturer's recommendations. Holes were of proper size, depth, and cleanliness. Observed the placement of and sampled from 3 total cubic yards of Cadman Mix# 200033 for slab on grade in -fills (all in -fills for electrical and plumbing). Concrete was placed by pump and manually consolidated. Four 4 "x8" concrete cylinders cast for compressive strength testing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: /`~`, Timothy G. Beckerle, P.E. cc: Ryan Adkins — Hawk Building; Inc.; Bldg Dept — City of Tukwila INSPECTOR: Keith Dohrman Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 E- MAILED OCT 13 2008 Location (floor /room no.) S. - l I, /1.1 Occupancy Description , *; • jai; : 'A, ,,. l / �/ Allowed ie atts •er ft2 ** Area in ft Allowed x Area - _ S �rv1 cof go .�� 2_oo 4n "' • M t - 4er#44.j„, OowhiA ht T �c 2,t Toi.(t2 ' , . • . ._. �v 4g ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts al 96 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed .doh, EE - 12,2cakbel �✓&1e Ftxfv 8 25 2_oo SaD.c M t - 4er#44.j„, OowhiA ht 2. 20 40 4 h 2 '' Leo o d 60 4 t 14 46 SCco .- 0,e19.) F F 1 - PD n►,,.t` Lc 4 Ai 1 1 2 4&,0 ,clock E- FWD r Sc 3 b 4 c42 a /l u - Fl uo v es c,24 2 6 9 12e Q v.. /Icy E- Fl uo ve,cre.,- I 64 61 Vh.Pof k7. - /1o tio t .uvd.ir CI Z 26 52 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts ( U 6 , TY OF TUKWILA - BUILDING DIVISION f 2006 Wasington State Nonresidential Energy Code Compliance Form _Interi,or Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Applicant Name: Applicant Phone: Project Description Applicant Address: Compliance Option Project Address —F 1.1cLi p Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Proposed Lighting Wattage CORRECTION &)v'14C 2 Or Sea& WA aeler el ovt k h n Co>1.ac,eli 54 9 P -ices, lo3S (11401 Pkwy, 6 "Pup, T/ 746 •/7 110 - 2BS' ❑ New Building ❑ Addition ❑ Alteration ❑ plans Refer to WSEC Section 1513 for controls and commissioning requi O Prescriptive 0 Lighting Power Allowance 0 Syste (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) ME COPY Date Revised July 2007 For Buildinri.� It p�AN i , `�' � �M COD ppP EP 2"° Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. RECEIVED 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. tO9' 910 SEP,18 2008 PERMIT CENTER Use' LPA (W /sf) Use' LPA (W /sf) Automotive facility • . 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)$''" 1.0 Convention center 1.2 Penitentiary and other Group i -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations° 1.0 Cafeterias, fast food establishments', restaurants/bars' . . -� 1.3 Post office 1.1 Dormitory , 1.01 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia ", assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall'•° 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers O Other i h Q Qualification Checklist Lighting • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in Fixtures: (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not qualified, do LPA Calculations. tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms -1 Unit Llgnting rower Allowance Revised July 2007 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additiona�lh power is allowed only if the lighting is actually installed. 113P o v id e t d that plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, a the floor area of covered by racks plus the vertical face area (access side only) of the racks. The height allowanceak�fi dlfn fttno only`t h e fl oor area no covere by rac 4 ' QTY OF TUKWILA - BUILDING DIVISION ` j 2006 Washington State Nonresidential Energy Code Compliance Form LTG -LPA Lighting Power Allowance Adjustments 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Date Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Ceiling Height for this room Ceiling Height limit for this exception ** Adjusted LPA Watts per ft ** From Table 15 -1 based on exceptions listed in footnotes 16435 NORTH SCOTTSDALE ROAD SUITE 195 SCOTTSDALE. ARIZONA 85254 USA NMNd FITCH.COM September 16, 2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Dave Larson Shane Molnar Studio Director AAD FITCH, INC. d /b /a FITCH T +1 84200 F +1 8 7223 RE: T- Mobile 718 Southcenter Mall Development Application Number D08 -410 Dear Mr. Larson, The following is our response to your comments of September 11, 2008. Comment #2: The toilet room elevation detail D on sheet A501 does not show the vertical grab bar required in section 604.5.1 ICC /ANSI A117.1 -2003. Section 604.7 requires the toilet paper dispenser to be 7 to 9 inches from the front of the toilet to the centerline of the dispenser. Response: Elevation D on sheet A501 has been revised to show the vertical grab bar and the required distance for the toilet paper dispenser. espectfully Submitted, END OF RESPONSE LETTER CORRECTION • 1D09 trio FITCH RECEIVE SEP.18 2008 PERMIT CENTEI i September 11, 2008 Michael Cady 19807 North Creek Parkway North Bothell, WA 98011 RE: CORRECTION LETTER #1 Development Application Number D08 -410 T- Mobile — 718 Southcenter Mall Dear Mr. Cady: Sincerely, 1 Brenda Holt Permit Coordinator encl File No. D08 -410 44k v • P:\Pennit Center \Correction Letters \2008\DO8 -410 Correction Ltr #1.DOC wer • b 'C Department of Community Development This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson at 206 - 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 e Fax: 206-431-3665 Building Division Review Memo Date: September 10, 2008 Project Name: T- Mobile Permit #: D08 -410 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. I am not able to complete this plan review as the information provided is not adequate to show compliance with the Washington State Energy Code for the interior lighting allowance. When filling out the Interior Lighting Summary under proposed lighting wattage, you need to list each type of light fixture, number and watts separately for each room. If you are using footnote 10 to add an additional 1.5 watts per foot, you need to show that these fixtures are for merchandise display only and that they comply with the conditions of footnote 10. Also, please note that you need to list the individual rooms separately with their associated maximum allowed wattage. Toilet rooms at .8 watts /ft., storage areas at .5 watts /ft., office areas at 1 watt/ft. etc.. 2. The toilet room elevation detail D on sheet A501 does not show the vertical grab bar required in section 604.5.1 ICC /ANSI A117.1 -2003. Section 604.7 requires the toilet paper dispenser to be 7 to 9 inches from the front of the toilet to the centerline of the dispenser. Please update this detail. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. August 28, 2008 • Michael Cady 19807 North Creek Parkway North Bothell, WA 98011 City of Tukwila Department of Community Development RE: Letter of Incomplete Application # 1 Development Permit Application D08 -410 T- Mobile — 718 Southcenter Mall Dear Mr. Cady: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 27, 2008, is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Dave Larson at 206 - 431 -3678 if you have any questions concerning the following comments. 1. Provide lighting plan — Sheet E200. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Enclosures File: D08 -410 P:\Permit Center\lncomplete Letters\2008\D08 -410 Incomplete Ltr #1.DOC jem • Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -410 DATE: 09 -18 -08 PROJECT NAME: T- MOBILE SITE ADDRESS: 718 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS � 2 og Bui g CDFaon Public Works U DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Fire Prevention Structural Incomplete Structural Review Required Planning Division ❑ Permit Coordinator DUE DATE: 09 -23-08 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 10-21 -08 DATE: Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENT : Bui ding Division Public Works Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 008 -410 DATE: 09 -04 -08 PROJECT NAME: _ SITE ADDRESS: it ( 1A- ,1/Lia Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued q -io -o 6 11 n Fire Prevention Structural DETERMINATION O COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-09 -08 Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DATE: DATE: Planning Division Permit Coordinator Not Applicable n No further Review Required n DUE DATE: 10-07-08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg l I Fire ❑ Ping ❑ PW ❑ Staff Initials: `��/ ACTIVITY NUMBER: D08 -410 DATE: 08 -21 -08 PROJECT NAME: T- MOBILE SITE ADDRESS: 718 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 0 Buflding Divigign Public Works 1� QS{�.dS 14 4- 0 ' i » DE Complete Comments: 1 J REVIEWER'S INITIALS: Documents/routing stip.doc 2-28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 6 APPROVALS OR CORRECTIONS: �t ti 9 -3 Fire Prevention Structural Incomplete ERMINATION OF COMPLETENESS: (Tues., Thurs.) - 8 -28 -a5 Planning Division Permit Coordinator DUE DATE: 08 -26 -08 Not Applicable Permit Center Use Only 2 INCOMPLETE LETTER MAILED: D' 06 LETTER OF COMPLETENESS M ED:: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ROUTING: Please Route n Structural Review Required n No further Review Required DATE: n DUE DATE: 09-23-08 ice_ Approved Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: 9f Project Name: T- MOBILE City of Tukwila Contact Person: Michael Cady Sheet Number(s): 50 \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: 718 Southcenter Mall Summary of Revision: ry IA)Ld/UV1 6\11 C c6-1 , 1 0,CAcv . Oi <_'r„ COY Owl tclt niN h &,,\ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: - Entered in Permits Plus on ci '- (g -o g Plan Check/Permit Number: D08 -410 Phone Number: alTV 01 TUK'WILA SEP PERMIT CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /6(//U • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: T- MOBILE Project Address: 718 Southcenter Mall Contact Person: Michael Cady Phone Number: `C 2S O`tqq Summary of Revision: &i,IVY\{ H ( / `( t-2/J& skct- \ applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D08 -410 RECEIVED CITYOF r ry,! 4 SEP 04 2 PERAAP Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,4 ki Entered in Permits Plus on 0 cJ /G v/t' Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 I Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2 4 I Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 I, Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 ) Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 11$ scx raiitedt Acifi Property Street Address kWt la City (t)2,stSt'a, C,p- tic. Owner's Name Subdivision Name Lot # Subdiv. # Block # City or Sewer District TokLll& Date of Connection Building Name 8SW mtev )48.4 Side Sewer Permit # (if applicable) Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes 11Cio Was building on Sanitary Sewer? O'Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes C7gio Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes t 1 o B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) ( O ) 57S (aS9 Owner's Phone Number (with Area Code) ( -12S ) 7g,- t�444 Property Contact Phone umber (with Area Code) Owner's Mailing Address HO/ GhiS` i re BkUci , 1 l ll Rome tos AmpJs , C4 qtr •!fir A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 (DO L I o • ( %1 200 - 0 +' (0 I Ot�c e " qgl eg Party to be Billed (if different from owner) 1 OI State ZIP Aft ,76 Signature of Owner /Representative Print Name of Owner /Representative :058 iRev 9/07' Total Fixture Units gr RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is corr ct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of c ec d ..ta .etermination of a revised capacity charg I Ir For King County U•nly Account # No. of RCEs Monthly Rate Property Tax ID # Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B .70 tJ :10 RCE Date RCE RECEIVED AUG 212OO6 PERMIT CENTER It White - Kino County Yellow local Sewer Aoencv P nk - Sewer CJstc ner Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 DEVELOPERS SURETY It INDEM CO 445499C 10/10/2001 Until Cancelled $12,000.00 10/12/2001 1 DEVELOPERS SURETY b. INDEM CO 445499C 10/10/199710/10 /2001 $6,000.00 07/25/2001 Name Role Effective Date Expiration Date ADKINS, DAYLE PRESIDENT 10/14/1997 Amount ADKINS, SAM VICE PRESIDENT 10/14/1997 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date Untitled Page General /Specialty Contractor A business registered as a construction contractor with LaI 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 Phone Address Suite /Apt. City State Zip County KING HAWK BUILDING CONTRACTORS INC 4254021818 PO BOX 2318 WOODINVILLE WA 98072 Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601822387 ACTIVE HAWKBCI034PM CONSTRUCTION CONTRACTOR 10/14/1997 12/23/2009 SOUNDSI055KD CHIEFCI998CL GENERAL UNUSED Business Owner Information Bond Information Insurance Information • • https: // fortress .wa.gov /lni/bbip/Detai 1. aspx ?License= HAWKBCI034PM Page 1 of 2 09/29/2008 2 0 0 in d N 0 0 0 0 o W o pon 00 Pi! o VICINITY MAP TUKWILA, WASHINGTON KEY PLAN PROJECT LOCATION WESTFIELD SOUTHCENTER MALL (LEVEL 1) N.T.S. N.T.S. 1. PROJECT NAME: T- MOBILE 2. PROJECT DESCRIPTION: TENANT IMPROVEMENT MOBILE PHONE & SERVICE SALES (RETAIL) 3. PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 718 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 98188 4. GOVERNING CODES: ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION. 5. CONSTRUCTION TYPE: IIB — FULLY SPRINKLERED 6. OCCUPANCY: M (MERCANTILE) 7. GROSS LEASED PREMISES : 1,725 SQ. FT 8. OCCUPANT LOAD: PUBLIC AREA: BACK —OF— HOUSE: ACCESSORY: (HALLWAY TOILET ROOM(S) WINDOW DISPLAY) 9. EXIT REQUIREMENTS: TWO EXITS REQUIRED WHEN OCCUPANT LOAD IS GREATER THAN 50 OR COMMON PATH OF TRAVEL EXCEEDS 75 FT. 10. EXIT ILLUMINATION: 11. MUNICIPAL REVIEW: 12. MISCELLANEOUS NOTES: 13. FIRE SPRINKLERS: 14. WORK BY OTHERS UNDER SEPARATE PERMIT: PROJECT DATA BUILDING: MECHANICAL: PLUMBING: ELECTRICAL: ENERGY: HANDICAP: FIRE: SIGNAGE FIRE SPRINKLER DRAWINGS FIRE ALARM TOTAL NUMBER OF OCCUPANTS = 43 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 UNIFORM PLUMBING CODE 2005 NATIONAL ELECTRIC CODE 2006 WASHINGTON STATE ENEERGY CODE ANSI A117.1 2006 INTERNATIONAL FIRE CODE 1,263 289 200 ONE EXIT(S) REQUIRED. ONE EXIST(S) PROVIDED. EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON SHEET E2. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, #100 TUKWILA, WASHINGTON 98188 PHONE: 206 - 431 -3670 S.F. ± 30 = 42 S.F. _ 300 = 1 0 WESTFIELD SOUTHCENTER MALL 718 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 98188 TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXIST— EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT. — TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, ETC., AS SET FORTH BY THE LANDLORD. — DO NOT SCALE THE DRAWINGS — THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. — DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. — DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS AND LOCAL CODES & REGULATIONS. ALL WORK SHALL BE DONE BY A LANDLORD REQUIRED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. HEADS TO BE SEMI — RECESSED WHEN IN CEILING TILES OR GYP. BD. SURFACES, USE STANDARD HEADS IN OPEN CEILING CONDITIONS. CENTER SPRINKLER HEADS IN CENTER OF TILE WHEN USED. TENANT: T- MOBILE, USA PROJECT DIRECTORY 12920 SE 38th STREET BELLEVUE, WA 98006 CONTACT: JASON J. SULLIVAN SR. CONSTRUCTION MANAGER PHONE: 425.383.6479 Jason.sullivan29 ©t —mobil e. corn CONSTRUCTION MANAGER: TICE HAMBLET PHONE: (425) 297 -3824 E —MAIL: tice.hamblet ©t— mobile.com ENGINEER: DON PENN 635 WESTPORT PARKWAY STE.300 GRAPEVINE, TX 76051 CONTACT: MICHELLE JUDKINS DIRECTOR — RETAIL DIVISION PHONE: 817.410.2858 EXT. 217 FAX: 817.251.8411 CELL: 817.366.5451 michelIejudkins ©donpenn.com LANDLORD: WESTFIELD CORPORATION INC. 11601 WILSHIRE BLVD, 11TH FLOOR LOS ANGELES, CALIFORNIA 90025 CONTACT: SAMUEL D. ANDES PHONE: 31-575-6059 EMAIL: sandes ©westfield.com POS: T- MOBILE CONTACT: ROBERT HILLENBURG PHONE: 425.415.8656 4-1 ARCHITECT: AAD : fitch dba FITCH 16435 NORTH SCOTTSDALE ROAD SCOTTSDALE, ARIZONA 85254 CONTACT: SHANE MOLNAR PHONE: (480) 998 -4200 FAX: (480) 998 -7223 E —MAIL: shane.molnar ©fitch.com PROGRAM MANAGER JOHNSON CONTROLS 12920 SE 38th STREET BELLEVUE, WA 98006 CONTACT: SEAN LEWIS SR. PROGRAM MANAGER — RETAIL WEST PHONE: 425.383.3773 FAX: 425.383.3740 CELL: 425.679.1616 Sean.lewis©t— mobile.com F.F. &E.: JOHNSON CONTROLS 12920 SE 38th STREET BELLEVUE, WA 98006 CONTACT: JUDY JONES SR. FF &E MANAGER DESK: 425.383.6097 CELL: 425.223.8426 Judy.jones139 ©t— mobile.com DATA WIRING: T- MOBILE CONTACT: ROBERT HILLENBURG PHONE: 425.415.8656 P NW/ill' MD APPROVAL EQUIRED SEPARATE PERMIT REQUIRED FOR: // L7 echanical GO Electrical II Plumbing di Gas Piping City of Tukwila , BUILDING DIVISION SUITE 195 DWG # 1 A000 2 A001 3 A002 4 A003 5 A004 6 A005 7 A006 8 A100 9 A101 10 A200 11 A201 12 A300 13 A400 14 • A500 15 A501 16 A600 17 A700 18 A701 19 A702 20 A703 21 A704 22 M100 23 M200 24 M300 25 M301 26 M302 27 P100 28 P200 29 E100 30 E101 31 E200 32 E300 33 E301 34 E302 35 E400 36 E401 37 E402 38 E500 39 E501 CODE. C0101.3.1\KE. ctioPPO SY C) 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. INDEX OF DRAWINGS DRAWING TITLE TITLE SHEET GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS RESPONSIBILITY SCHEDULE AND DOOR SCHEDULE GENERAL INFORMATION AND FINISH SCHEDULE DIMENSIONED FLOOR PLAN ROOM FINISH PLAN FIXTURE & FURNITURE PLAN FIXTURE STUB -UP LOCATION PLAN REFLECTED CEILING PLAN STOREFRONT ELEVATION INTERIOR ELEVATIONS ENLARGED TOILET ROOM PLAN, ELEVATIONS, AND DETAILS WALL SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS MECHANICAL PLAN MECHANICAL SCHEDULE, NOTES, AND DETAILS MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS PLUMBING RISERS AND NOTES PLUMBING NOTES AND SPECIFICATIONS ELECTRICAL POWER PLAN ELECTRICAL SIGNAL PLAN ELECTRICAL LIGHTING PLAN ELECTRICAL SCHEDULES, DIAGRAMS, AND NOTES ELECTRICAL SCHEDULES AND NOTES ELECTRICAL DIAGRAMS AND NOTES QUEST CONTROLS QUEST CONTROLS QUEST INSTALLATION ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS FL C Permit No. Plar review approval is subject to error and ornissikr D. Approval of construction documents does not out aYizo the violation of any adopted code or ordiinaric0. FICC(;is t o+ approve Fi~ ld Copy an ditians is aci" 'EO .vlecfcCd: CaLit By_ Date: _ 1 : .2 <� -- Cfl ! 01 Tukviiia BUL`)I3VO O1 v .S.M3 KEUE WED AUG 2 12008 PERMIT CENTER 1 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 0 0 0o co aLe) rn co m 1 : 1 3 W m U- W m o ti N V • sr rn — mm o win t "t . and DATE: SCALE: DRAWN BY: PROJECT No.: 9514 z 0 t 08.14.0' SHEET: H W W Z H W J H H m N N in N. — o co O1i a, 0 - v o LL a rsi tn - co '2 O 0 V N N •c. Q Z m CD 0 AUG 14 Ds 0 0 00 o 01 V 0. NTS : A000 TMMBO8OIot I of Sot DIVISION 1 - GENERAL REQUIREMENTS 011000 SUMMARY A. THIS SPECIFICATION IDENTIFIES REQUIREMENTS FOR SEVERAL PROJECTS, AND MAY CONTAIN ELEMENTS WHICH DO NOT APPLY TO THIS PARTICULAR PROJECT. REFER TO THE DRAWINGS TO DETERMINE WHETHER THE SPECIFIED ELEMENTS APPLIES TO THIS PROJECT. B. DEFINITIONS: 1. LANDLORD: MALL DEVELOPER OR BUILDING OWNER. 2. OWNER: T- MOBILE, TENANT. C. USE OF PREMISES: COORDINATE WITH OWNER D. SPECIAL WORK REQUIREMENTS (INCLUDING ALLOWABLE TIMES FOR WORK); COORDINATE WITH OWNER. E. F. G. H. WORK PERFORMED BY OWNER UNDER SEPARATE CONTRACTS (F010): COORDINATE WITH OWNER. OWNER FURNISHED CONTRACTOR INSTALLED (FOIC) ITEMS: COORDINATE WITH OWNER. APPLICATIONS FOR PAYMENT: COORDINATE WITH OWNER. REQUEST FOR INTERPRETATION (RFIS): FRIS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WHO WILL CONTACT THE ARCHITECT ON AN AS- NEEDED BASIS. 013119 PROJECT MEETINGS A. PROJECT MEETINGS BETWEEN OWNER AND CONTRACTOR WILL BE SCHEDULED BY THE OWNER. B. ARCHITECT'S ATTENDANCE WILL BE LIMITED, 015000 TEMPORARY FACILITIES AND CONTROL A. ALL TEMPORARY FACILITIES AND CONTROLS, INCLUDING THE FOLLOWING, ARE TO BE COORDINATED ENTIRELY WITH THE OWNER 1. TEMPORARY UTILITIES, INCLUDING ELECTRICITY, LIGHTING, HEATING AND VENTILATION, WATER AND TELEPHONE. 2. DUST CONTROL. 3. BARRIERS AND ENCLOSURES. 4. SECURITY 5. CONTRACTORS DESIGNATES AREAS, INCLUDING PARKING AND STORAGE. 016000 PRODUCT REQUIREMENTS A. SUBSTITUTIONS: SUBSTITUTIONS WILL NOT BE ALLOWED. 017329 CUTTING AND PATCHING A. B. C. D. A. REPAIR EXISTING SURFACES AND CONSTRUCTION AS NECESSARY TO MAKE WORK COMPLETE,WITH ALL COMPONENTS MATCHING AND CONSISTENT. PROVIDE A SMOOTH, EVEN, AND INVISIBLE TRANSITION TO NEW CONSTRUCTION. SEAL ALL PENETRATION IN WALLS, FLOORS, AND CEILINGS. MAJOR PATCHING PROCEDURES SHALL BE REVIEWED WITH THE OWNER AND THE BUILDING OWNER, PRIOR TO PROCEEDING. EXISTING SPRAYED FIREPROOFING WHERE OCCURS: PATCH AND REPAIR EXISTING SPRAYED FIREPROOFING TO MATCH THE FIRE RATING OF THE EXISTING CONSTRUCTION. HAND PATCH USING UL- APPROVED MATERIALS AND PROCEDURES. E. PATCHING OF EXISTING CONCRETE SLABS ON GRADE: IN ACCORDANCE WITH SECTION 030133. 017700 CLOSEOUT PROCEDURES A. AS -BUILT DOCUMENTS: RECORD DOCUMENTS, PROVIDED BY THE CONTRACTOR, WHICH EXACTLY INDICATE 'AS- BUILT" CONDITIONS, WILL BE AS REQUIRED BY OWNER. B. OPERATION AND MAINTENANCE MANUALS WILL BE AS REQUIRED BY THE OWNER. C. TRAINING OF OWNER'S PERSONNEL WILL BE AS REQUIRED BY THE OWNER. D. PROJECT CLOSEOUTS DOCUMENTS, INCLUDING WARRANTY, GUARANTEES AND REQUEST FOR FINAL PAYMENT, WILL BE AS REQUIRED BY THE OWNER. DIVISION 2 - EXISTING CONDITIONS 024119 SELECTIVE DEMOLITION DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE WORK. WHERE DEMOLITION EXCEEDS THAT INDICATED, VERIFY SUCH DEMOLITION WITH THE ARCHITECT PRIOR TO PROCEEDING. B. PROTECT EXISTING STRUCTURAL MEMBERS. CONTACT WITH ARCHITECT PRIOR TO MODIFYING STRUCTURAL MEMBERS BEYOND THE EXTENT INDICATED. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF CONTINUED DEMOLITION OPERATIONS MIGHT ENDANGER THE EXISTING STRUCTURE. C. DURING DEMOLITION OPERATIONS, NOTIFY THE ARCHITECT OF ALL CONDITIONS WHICH DIFFER SUBSTANTIALLY FROM THOSE INDICATED, SPECIFIED, OR EXPECTED. NOTIFY THE ARCHITECT IF PREVIOUSLY UNKNOWN OPERATIONAL, OR POTENTIALLY OPERATIONAL ELEMENTS, ARE UNCOVERED DURING DEMOLITION OPERATIONS. PERFORM NO DEMOLITION IN SUCH AREAS, UNLESS APPROVED BY THE ARCHITECT. D. PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT EXISTING CONSTRUCTION AGAINST MOVEMENT OR OVERLOAD DURING DEMOLITION OPERATIONS, UNTIL PERMANENT SUPPORTS ARE IN PLACE. E. EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE, TAKE POSSESSION OF MATERIALS BEING DEMOLISHED, AND IMMEDIATELY REMOVE FROM SITE. DO NOT OVERLOAD EXISTING CONSTRUCTION TO REMAIN WITH DEMOLISHED MATERIALS. F. CAREFULLY REMOVE, STORE, AND PROTECT ALL MATERIALS AND COMPONENTS TO BE REUSED. G. WHERE POSSIBLE WITHOUT DAMAGE, REMOVE, STORE, AND PROTECT EXISTING MATERIALS AND COMPONENTS NOT NOTED FOR REMOVAL, WHICH IF REMOVED, WOULD FACILITATE THE NEW CONSTRUCTION AND RECONDITIONING. H. CAREFULLY REMOVE PROTECT, AND TURN OVER AS DIRECTED, MATERIALS AND COMPONENTS CLAIMED BY THE OWNER FOR SALVAGE. PRIOR TO DEMOLITION CONTACT THE OWNER TO DETERMINE WHICH ITEMS WILL BE CLAIMED. I. WHERE CUT EDGES OF THE EXISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED WORK, CUT IN UNIFORM STRAIGHT LINES. CONCRETE AND MASONRY SHALL BE SAW CUT OR CORE DRILLED. J. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THE REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. K. UTILITY LINE DEMOLITION: 1. VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO DEMOLITION. 2. ABANDONED UNDERSLAB CONDUIT SHALL BE CUT OFF BELOW THE FINISHED SURFACE LINE, AND ALL CONDUCTORS SHALL BE REMOVED. PATCH AND FILL THE OPENING FLUSH WITH THE FINISH. 3. ABANDONED ELECTRICAL CONDUCTORS SHALL BE REMOVED FROM BACK TO THE BRANCH CIRCUIT PANEL, UNLESS INDICATED OTHERWISE. ABANDONED CONDUIT WHICH IS EXPOSED AND READILY ACCESSIBLE SHALL BE REMOVED. LEAVE ABANDONED CONDUIT WHICH IS CONCEALED IN EXISTING CONSTRUCTION TO REMAIN. 4. ABANDONED UNDERSLAB PIPING SHALL BE REMOVED AND CUT OFF FLUSH WITH THE FLOOR LINE. PATCH FLUSH WITH THE FLOOR. 5. ABANDONED PIPING WHICH IS EXPOSED AND READILY ACCESSIBLE SHALL BE REMOVED. LEAVE ABANDONED PIPING WHICH IS CONCEALED IN EXISTING CONSTRUCTION TO REMAIN. CAP ALL EXPOSED ENDS. 6. INDICATE LOCATION OF DISCONNECTED UTILITIES ON THE PROJECT RECORD DRAWINGS AS SPECIFIED IN DIVISION 01. L. LEAVE SITE IN A CONDITION ACCEPTABLE TO THE OWNER AT ALL TIMES. REMOVE DEMOLISHED MATERIALS FROM SITE DAILY AS WORK PROGRESSES. DO NOT OVERLOAD EXISTING STRUCTURE WITH DEMOLISHED MATERIALS. M. REMOVAL OF BONDED FLOOR FINISHES: 1. SCRAPE, GRIND AND OTHERWISE REMOVE EXISTING FLOOR FINISH AND BONDING MATERIALS AS NECESSARY TO RECEIVE NEW FLOOR FINISHES. 2. PREPARED SURFACE SHALL PRESENT A UNIFORM FLAT SURFACE READY TO RECEIVE THE NEW FLOOR FINISH FREE OF TELEGRAPHING AND OTHER SURFACE IRREGULARITIES. 3. NEW FLOOR FINISHES SHALL NOT BE INSTALLED OVER EXISTING FLOOR FINISH MATERIALS UNLESS APPROVED OTHERWISE. DIVISION 3 - CONCRETE 030133 CONCRETE SLAB PATCHING A. B. C. D. E. PLACEMENT: 1. COORDINATE WITH OTHER TRADES FOR INSTALLATION AND BEDDING OF UTILITIES. 2. ENSURE THAT BELOW GRADE CONSTRUCTION IS COMPLETE IN THE SLAB AREA TO BE PATCHED. 3. REPLACE EXISTING SUBGRADE MATERIALS TO MATCH EXISTING. REPLACE AND MAKE CONTINUOUS VAPOR BARRIERS AND OTHER SIMILAR CONSTRUCTION DISTURBED OR DAMAGE DURING DEMOLITION OR CONSTRUCTION OPERATIONS. 4. RECOMPACT EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 5. PATCH SLAB WITH CONCRETE HAVING A MINIMUM 28 -DAY STRENGTH OF 3000 PSI; MAXIMUM WATER /CEMENT RATIO OF 0.40. USE SUPERPLASTICIZER ADMIXTURE AS NECESSARY FOR WORKABILITY. 6. FINISH CONCRETE TO MATCH ADJACENT SURFACES. F. CURING: MOISTURE CURE CONCRETE FOR A MINIMUM OF 7 DAYS, UNLESS APPROVED OTHERWISE. 035416 HYDRAULIC CEMENT UNDERLAYMENT A. B. C. E. F. G. QUALITY ASSURANCE: PERFORM WORK IN ACCORDANCE WITH ACI 301, AS APPLICABLE CONCRETE MATERIALS: 1. CEMENT: ASTM C150, NORMAL - TYPE 1 PORTLAND CEMENT; GREY COLOR. 2. NORMAL WEIGHT FINE AND COARSE AGGREGATES: ASTM C33 3. ACCELERATOR: ASTM C 494, TYPE C OR E, NON- CORROSIVE, NON- CHLORIDE. CONCRETE MIX: IN ACCORDANCE WITH ASTM C94, MINIMUM 3000 PSI 28 DAY COMPRESSIVE STRENGTH. REINFORCING: 1. REINFORCING STEEL: ASTM C615, GRADE 40, UNLESS INDICATED OTHERWISE. 2. CHAIRS, BOLSTERS, BAR SUPPORT, AND SPACERS: SIZED AND SHAPED FOR STRENGTH AND SUPPORT OF REINFORCEMENT DURING INSTALLATION AND PLACEMENT OF CONCRETE. 3. FABRICATE AS INDICATED AND IN ACCORDANCE WITH ACI 315. 4. DOWEL INTO EXISTING SLAB AT MINIMUM 18 INCHES ON CENTER BUT IN NOT LESS THAN 2 PLACES ALONG LONG SIDE OF CONCRETE PATCH AREA. 5. PLACE, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT. 6. LOCATE REINFORCING SPLICES NOT INDICATED ON THE DRAWINGS AT POINTS OF MINIMUM STRESS. SUMMARY: 1. CEMENTITIOUS UNDERLAYMENTS AS NECESSARY FOR LEVELING OF NEW OR EXISTING CONCRETE FLOOR SUBSTRATES, AS NECESSARY TO MEET SPECIFIED TOLERANCES. 2. CEMENTITIOUS TOPPING AS NECESSARY FOR LEVELING NEW OR EXISTING SLABS AT LOCATION INDICATED TO RECEIVE CONCRETE SEALERS ONLY. 3. RAMPS AND TAPERS AS NECESSARY TO ALIGN LEVELS BETWEEN DISSIMILAR FINISHES. ENVIRONMENTAL REQUIREMENTS: 1. MAINTAIN SURFACE AND AMBIENT TEMPERATURE OF BETWEEN 50 AND 80 DEGREES F FOR 24 HOURS BEFORE, DURING, AND 24 HOURS AFTER UNDERLAYMENT INSTALLATIONS. 2. KEEP TRAFFIC OUT OF AREA IN WHICH UNDERLAYMENT IS BEING APPLIED OR CURED. SELF LEVELING UNDERLAYMENT SYSTEM: SELF - LEVELING, POURABLE, CEMENT BASED MATERIAL, MINIMUM 28 DAY COMPRESSIVE STRENGTH 2,000 PSI; ONE OF THE FOLLOWING AS RECOMMENDED BY MANUFACTURER FOR CONDITIONS, OR APPROVED. 1. MAPEI CORPORATION "ULTRAPLAN 1" OR "NOVOPLAN 12." 2. ARDEX INC. "K -15 "SELF- LEVELING UNDERLAYMENT CONCRETE. 3. LATICRETE INTERNATIONAL, INC. " LATICRETE 86 KATUKLEVEL THIN POUR UNDERLAYMENT." D. TROWELABLE UNDERLAYMENT SYSTEM: AS RECOMMENDED BY MANUFACTURE FOR CONDITIONS OR APPROVED: 1. MAPEI CORPORATION "MAPACEM 100" OR "PLANITOP 10 ". 2. ARDEX INC. "SD -P" FAST - SETTING UNDERLAYMENT. 3. LATICRETE INTERNATIONAL, INC. "LATICRETE 220 MEDIUM BED MORTAR MIXED WITH "LATICRETE 3701 LATEX MORTAR ADMIX." CEMENTITIOUS TOPPINGS: FOR CONCRETE SURFACES AT LOCATIONS INDICATED TO RECEIVE CONCRETE SEALER OR NOT OTHERWISE COVERED BY FLOORING MATERIAL: ONE OF THE FOLLOWING OR APPROVED: 1. SELF - LEVELING TYPES: A. MAPEI CORPORATION "ULTRATOP ". SELF - LEVELING ABRASION- RESISTANT TOPPING. B. ARDEX INC. "K -500" SELF LEVELING CONCRETE TOPPING. 2. TROWELABLE TYPES: C. MAPEI CORPORATION "MARECEM 100 "FAST- SETTING TOPPING MORTAR D. ARDEX INC. "CD" SELF - DRYING CONCRETE DRESSING. ACCESSORIES: FURNISH PRIMERS, PATCHING COMPOUNDS, AND SAND FILLERS AS RECOMMENDED BY THE UNDERLAYMENT MANUFACTURER FOR THE CONDITION OF THE PROJECT. PREPARATION: 1. THOROUGHLY MIX UNDERLAYMENT MATERIALS FOR EACH TYPE OF PRODUCT IN PROPER PROPORTIONS TO ACHIEVE SMOOTH HOMOGENEOUS MIX, FREE OF LUMPS. 2. WITH THE EXCEPTION OF AREAS WHERE LEVELING CAN BE ACCOMPLISHED BY USE OF LATEX UNDERLAYMENT, AS SPECIFIED IN OTHER SECTIONS, INSTALL CEMENTITIOUS UNDERLAYMENT TO CONCRETE SLABS AS INDICATED ON THE DRAWINGS, AND AS NECESSARY TO LEVEL SLABS OR BRING SUBSTRATES TO PROPER ELEVATION. 3. INSPECT FLOOR TO VERIFY THAT DEMOLITION IS COMPLETE TO THE POINT WHERE WORK MAY PROGRESS. 4. SURVEY FLOOR AS NECESSARY TO SET SCREEDS AND REFERENCE POINTS. IDENTIFY CONSTRUCTION JOINTS. PREPARE FOR UNDERLAYMENT AT ALL LOCATIONS WHERE FLOOD DOES NOT MEET SPECIFIED TOLERANCE REQUIREMENTS. 5. ENSURE THAT SUBFLOOR IS CLEAN, DRY, HARD, SOUND, AND FREE OF OILS, OR OTHER SUBSTANCE THAT WOULD AFFECT PROPER BONDING AND CURING. 6. VERIFY THAT ALL AREAS TO BE LEVELED ARE AT OR BELOW FINAL DESIGN ELEVATION. GRIND DOWN HIGH SPOTS AS NECESSARY TO MEET SPECIFIED TOLERANCE REQUIREMENTS. 7. SET SCREEDS, MARKERS, AND REFERENCE BLOCKS. SET SCREEDS AT ALL CONSTRUCTION AND CONTROL JOINTS TO ESTABLISH WEAKENED PLAN JOINTS IN UNDERLAYMENT. 8. APPLY PRIMER TO ALL AREAS TO RECEIVE UNDERLAYMENT AND TOPPINGS; REPEAT APPLICATION IF NECESSARY TO ACHIEVE PROPER BUILD. H. INSTALLATION: 1. INSTALL TROWELABLE UNDERLAYMENT AT LOCATIONS WHERE SLOPES ARE INDICATED AND AT OTHER LOCATIONS WHERE TAPERED FILL NECESSARY TO ALIGN THE FINISHED MATERIALS. 2. INSTALL SELF - LEVELING UNDERLAYMENT AT EXISTING CONCRETE SLAB SURFACES TO CORRECT SLAB FLATNESS AND LEVELNESS. 3. PROVIDE CEMENTITIOUS TOPPING AT LOCATIONS TO REMAIN EXPOSED IN THE FINISHED WORK. 4. INSTALL UNDERLAYMENT AND TOPPINGS; FINISH TO A SMOOTH UNIFORM SURFACE. 5. CURE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. 6. TOLERANCES: VERY FLAT; LEVEL TO WITHIN 1/8" IN 10 FEET. I. CLEANING: AS WORK PROCEEDS, CLEAN UP EXCESS MATERIALS, RUBBISH, AND SPLASH. DIVISION 4 - MASONRY A. NOT USED. DIVISION 5 - METALS 054000 COLD FORMED METAL FRAMING A. SUMMARY; 1. LIGHT GAUGE STRUCTURAL STEEL METAL FRAMING AT EXTERIOR WALLS WHERE INDICATED ON THE DRAWINGS, AND AT SOFFIT CONSTRUCTION SUPPORTING STOREFRONTS, DISPLAY WINDOWS, AND SIGNAGE ELEMENTS. 2. STRUCTURAL DESIGN OF COLD FORMED METAL FRAMING SYSTEMS NOT INDICATED ON THE STRUCTURAL DRAWINGS. GENERAL SPECIFICATIONS B. SYSTEM DESCRIPTION: 1. STRUCTURAL DESIGN: A. SIZE AND ARRANGE MEMBERS TO SUPPORT DEAD AND LIVE LOADS IN ACCORDANCE CODE REQUIREMENTS. B. DESIGN SYSTEM TO RESIST DEAD AND LIVE LOADS FROM WINDOWS, DISPLAY CASES, AWNINGS, AND OTHER ITEMS INDICATED TO BE SUPPORTED BY COLD FORMED METAL FRAMING. C. DESIGN SYSTEMS TO RESIST 100 PERCENT OF THE DESIGN LOAD WITH A MAXIMUM DEFLECTION OF L/720. D. ANCHORAGES SHALL BE DESIGNED TO SIMULTANEOUSLY RESIST ALL VERTICAL AND LATERAL LOADS, WITH A SAFETY FACTOR OF 2. 2. DESIGN SYSTEM TO ACCOMMODATE BUILDING DEFLECTION, DYNAMIC BUILDING MOVEMENT, AND TEMPERATURE VARIATIONS WITHOUT DAMAGE TO SYSTEM COMPONENTS. 3. CONFIGURATION: A. PROVIDE FRAMING OF DEPTH INDICATION ON THE DRAWINGS. B. WHERE STUD GAUGE IS INDICATED ON THE DRAWINGS, PROVIDE STUDS OF INDICATION OR HEAVIER GAUGE. C. WHERE STUD SPACING IS INDICATED ON THE DRAWINGS, PROVIDE ADDITIONAL STUDS OR CLOSER SPACING AS NECESSARY TO MEET DESIGN REQUIREMENTS. D. IN ADDITION TO COLD FORMED METAL FRAMING, PROVIDE ADDITIONAL STRUCTURAL STEEL MEMBERS AS REQUIRED TO SUPPORT THE LOADS IMPOSED. C. QUALITY ASSURANCE: 1. USE ONLY CERTIFIED WELDERS. 2. CALCULATE STRUCTURAL PROPERTIES OF FRAMING MEMBERS IN ACCORDANCE WITH THE AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL MEMBERS ". 3. STRUCTURAL DESIGN: STRUCTURAL DESIGN OF THE FRAMING SYSTEM SHALL BE BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE WHERE THE PROJECT IS LOCATED. 4. REGULATORY REQUIREMENTS: A. FRAMING SYSTEMS SHALL MEET THE REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. B. FURNISH ALL CALCULATIONS, ENGINEER'S STAMPS, DRAWINGS, AND OTHER ITEMS REQUIRED BY THE CODE AUTHORITIES TO OBTAIN APPROVAL OF THE INSTALLATIONS. D. COMPONENTS: 1. COLD FORMED LIGHT - GAUGE STEEL FRAMING: ASTM A653: TYPES AS INDICATED ON THE STRUCTURAL DRAWING; G60 GALVANIZED COATING. 2. SCREWS: ASTM C956; SELF DRILLING SELF TAPPING; PAN HEAD; GALVANIZED OR FLUOROPOLYMER COATED STEEL. 3. ZINC RICH TOUCH -UP PAINT: "GALV- WELD ". "GALVICAN ", "ZRC COLD COMPOUND ", OR APPROVED. E. INSTALLATION: 1. INSTALL LIGHT GAUGE STRUCTURAL FRAMING IN ACCORDANCE WITH ASTM C1007, UNLESS INDICATED OR SPECIFIED OTHERWISE, AND AS INDICATED ON THE DRAWINGS. 2. SCREW OR WELD EACH JOINTS. WELDS SHALL BE IN ACCORDANCE WITH WITH AWS 01.3. 3. METAL FRAMING MEMBERS SHALL BE SAW OR SHEAR CUT. NO TORCH CUTTING IS PERMITTED, 4. CONSTRUCT CORNERS WITH A MINIMUM OF 3 STUDS PER CORNER. 5. FRAME BOTH SIDES OF EXPANSION AND SEISMIC JOINTS. DO NOT BRIDGE WITH SYSTEM COMPONENTS OR ACCESSORIES. 6. PROVIDE FRAMING AS REQUIRED TO FORM SOLID BACKING FOR ALL EDGES OF SHEATHING, AND TRIM ACCESSORIES. 7. TOLERANCES: A. PLUMBNESS: PLUMB WITHIN 1/8 INCH IN 10 FEET. B. LOCATION: LOCATED WITHIN 1/4 INCH OF THE REQUIRED LOCATION. C. ALIGNMENT: STUD AND RUNNER FACES TO RECEIVE FINISH MATERIALS SHALL NOT VARY GREATER THAN 1/8 INCH FROM REQUIRED PLANE, WITH NO ABRUPT JOGS OR BREAKS IN PLANE. D. LEVEL: LEVEL WITHIN 1/8 INCH IN 10 FEET. 8. ERECT STUDS IN ONE PIECE FULL LENGTH. SPLICING AND WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE USED. 9. TOUCH -UP FIELD WELDS AND SCRATCHED OR DAMAGED GALVANIZING WITH ZINC RICH PAINT. 10. ATTACH CROSS STUDS OR FURRING CHANNELS TO STUDS FOR ATTACHMENT OF WALL MOUNTED ITEMS. 11. INSTALL FRAMING BETWEEN STUDS FOR ATTACHMENT OF ELECTRICAL BOXES AND OTHER MECHANICAL AND ELECTRICAL ITEMS. F. FIELD QUALITY CONTROL: 1. THE COLD FORMED METAL FRAMING DESIGN ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL VISIT THE SITE TO INSPECT THE WORK. VERIFY AND CERTIFY THAT FRAMING SIZES AND MATERIALS ARE AS REQUIRED, THAT CONNECTIONS ARE PROPERLY EXECUTED, AND THAT STRUCTURAL INTEGRITY HAS BEEN MAINTAINED. DIVISION 6 - WOOD AND PLASTIC 061000 ROUGH CARPENTRY A. DIMENSION LUMBER: 1. LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH PS20, AND SHALL BE STAMPED AND GRADED IN ACCORDANCE WITH SPIB, WWPA, WCLIB, OR NLGA GRADING RULES. 2. MOISTURE CONTENT: KILN DRIED TO 19% MAXIMUM MOISTURE CONTENT, EXCEPT FOR MATERIALS WHOSE LEAST DIMENSION IS 4 INCHES THICK OR GREATER. 3. SPECIES: SOUTHERN PINE, HEM -FIR, SPRUCE - PINE -FIR (SPF), OR DOUGLAS FIR LARCH, UNLESS INDICATED OR SPECIFIED OTHERWISE. 4. ARCHITECTURAL LUMBER GRADES: UNEXPOSED NON STRUCTURAL WOOD FRAMING AND BLOCKING INDICATED ON THE ARCHITECTURAL DRAWINGS SHALL BE GRADED AS FOLLOWS: A. BLOCKING AND NAILERS: "UTIITY - LIGHT FRAMING," OR BETTER. B. C. D. PANEL MATERIALS: 1. MISCELLANEOUS SHEATHING: APA RATED SHEATHING; CD GRADE; EXTERIOR; PLYWOOD OR ORIENTED STRAND BOARD, UNLESS APPROVED OTHERWISE; THICKNESS AS INDICATED. 2. TERMINAL BACKBOARDS: APA AC GRADE EXTERIOR; FIRE RETARDANT TREATED. ACCESSORIES: 1. FASTENERS: A. HOT DIPPED GALVANIZED STEEL FOR EXTERIOR, HIGH HUMIDITY LOCATIONS. B. G -185 GALVANIZED COATING OR STAINLESS STEEL FASTENERS AT TREATED WOOD LOCATIONS. WOOD TREATMENT: 1. WOOD PRESERVATIVE (PRESSURE TREATMENT): A. PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, AND MOIST CONDITIONS, SITE TREAT SAWN ENDS WITH PRESERVATIVE TREATMENT. B PRESERVATIVE TREAT ALL WOOD AND PLYWOOD AT ROOF CONSTRUCTION OR OTHER WOOD IN MOIST CONDITIONS. SITE TREAT SAWN ENDS WITH PRESERVATIVE TREATMENT. C. FOR ABOVE GROUND USE, USE AWPA CERTIFIED AMMONIUM COPPER QUATERNIUM (ACQ) OR COPPER HYDROXIDE SODIUM DIMETHYLDITHIOCARBAMATE (CDDC) WATERBORNE PRESERVATIVE WITH 0.25 POUNDS PER CUBIC FOOT OF WOOD RETENTION. D. TREATED WOOD SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% E. TREATED WOOD SHALL BEAR THE QUALITY STAMP OF AN INSPECTION AGENCY APPROVED BY THE JURISDICTIONAL CODE AUTHORITIES. 2. FIRE RETARDANT TREATMENT (AT TYPES I AND II CONSTRUCTION ONLY): A. FIRE RETARDANT TREAT ALL INTERIOR CONCEALED LUMBER AND PLYWOOD, AND OTHER WOOD AS INDICATED OR SPECIFIED. PROVIDE EXTERIOR FIREPROOFING AT ROOFTOP BLOCKING, NAILERS, CURBS, SHEATHING, AND OTHER LOCATIONS SUBJECT TO WETTING DURING CONSTRUCTION OPERATIONS. B. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR -S" LABEL, OR A LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AEPA C -20 TYPE A FOR PLYWOOD. C. TREATED LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 19 %; TREATED PLYWOOD SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 15 %. D. APPROVED PRODUCTS: 1) INTERIOR FIREPROOFING: CLEAR FINISH PRODUCT, HICKSON CORPORATION "DRICON," HOOVER TREATED WOOD PRODUCTS "PYRO- GUARD," OR OSMOSE WOOD PRESERVING CO. OF AMERICA, INC. "FLAME PROOF LHC." E. BLOCKING AND NAILERS: 1. PROVIDE BLOCKING, NAILERS FOR ALL SHEATHING ROOF CONSTRUCTION, METAL FLASHING, AND OTHER CONSTRUCTION AS INDICATED. 2. WOOD BLOCKING: INSTALL WOOD BLOCKING TO RECEIVE MECHANICAL FASTENERS FOR SUPPORT OF ELECTRICAL FIXTURES AND EQUIPMENT, CABINETS, DOORSTOP PLATES, WOOD BASE, WAINSCOTS, COAT HOOKS, AND ALL OTHER WALL AND CEILING MOUNTED COMPONENTS, UNLESS SPECIFIED OTHERWISE. 3. BACKING: A. PLYWOOD BACKING SHALL BE USED IN LIEU OF BLOCKING AT LOCATIONS OF WALL - MOUNTED STANDARDS, SHELVING AND COUNTERS. B. BACKING SHALL BE MOUNTED OVER FACE OF STUDS BENEATH GYPSUM BOARD AND SHALL BE CONTINUOUS OVER ENTIRE PLAN OF WALL; INCH THICKNESS. C. SECURE BACKING WITH ALL EDGES ON FIRM BEARING. 064000 ARCHITECTURAL WOODWORK A. SUMMARY: 1. WOOD TRIM. 2. PLASTIC LAMINATE CASEWORK. B. SUBMITTALS: 1. SHOP DRAWINGS. INDICATE MATERIALS, COMPONENTS, PROFILES AND CONFIGURATIONS, DIMENSIONS, FASTENING METHODS, JOINTING DETAILS, COLORS AND FINISHES, AND ACCESSORIES. DETAILS SHALL BE A MINIMUM SCALE OF 1 -1/2 INCH PER FOOT. 2. SAMPLES: A. PREFINISHED BOARD: SUBMIT A MINIMUM 8 X 11 SAMPLE OF EACH COLOR AND PATTERN SPECIFIED. B. PLASTIC LAMINATE: SUBMIT A MINIMUM 8 X 11 SAMPLE OF EACH COLOR AND PATTERN SPECIFIED. 3. PRODUCT LITERATURE: A. SUBMIT LITERATURE OR A SAMPLE OF EACH HARDWARE COMPONENT PROPOSED. 4. CERTIFICATION: WHEN FIRE - RETARDANT TREATMENT IS REQUIRED, SUBMIT CERTIFICATION THAT FIRE RETARDANT TREATMENTS USED COMPLY WITH SPECIFIED REQUIREMENTS. C. MATERIALS: 1. LUMBER: A. MOISTURE CONTENT: OPTIMUM MOISTURE CONTENT PER AWI RECOMMENDATIONS. B. OPAQUE FINISH LUMBER: AWI GRADE II POPLAR. C. CONCEALED FRAMING LUMBER: AN GRADE II PINE, FIR, HEMLOCK, OR OTHER SPECIES AS APPROVED. 2. PLYWOOD: APA RATED IN ACCORDANCE WITH PS 1; 3/4 INCH THICK AC EXTERIOR GRADE UNLESS INDICATED OR SPECIFIED OTHERWISE, TOUCH SANDED WHERE PLASTIC LAMINATE VENEER ARE TO BE APPLIED. 3. PARTICLE BOARD: ANSI A208.1 GRADE M -2 (MEDIUM DENSITY); FORMALDEHYDE FREE; WHERE INDICATED OR SPECIFIED, FIRE RETARDANT TREATED TO A FLAME SPREAD OF 25 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84. 4. MEDIUM DENSITY FIBERBOARD (MDF) A. STANDARD MDF: ANSI A208.2 CLASS MD, FORMALDEHYDE FREE; "MEDITE II" BY SIERRA PINE LTD. (800 -676- 3339). B. FIRE RETARDANT MDF: SIERRA PINE (ROSEVILLE, CA; 800 - 676 -3339) "MEDITE FR2" (HTTP: / /WWW.SIERRAPINE.COM/ PRODUCTS /MDF /MDF_MEDITEFR.HTM), GREAT LAKES MDF (LACKAWANNA NY: 888 - 355 -4733) "FIRE RATED (FR)MDF (HTTP: GREATLAKESMDF.COM /FIRERET.PHP); INDUSTRIAL GRADE MEDIUM DENSITY FIBERBOARD UL CLASSIFIED TO FLAME SPREAD 25 OR LESS; SMOKE DEVELOPED OF 160 OR LESS; 1/2 INCH THICKNESS UNLESS OTHERWISE INDICATED; MINIMUM 46 PCF DENSITY. C. MOISTURE RESISTANT MDF: ANSI 208.2; SIERRAPINE (MEDFORD OR; 800 - 676 -3339) "MEDEX" (HTTP: WWW.SIERRAPINE.COM. PRODUCTS /MDF /MEDEX.DEFAULT.ASP), GREAT LAKES MDF (LACKAWANNA NY; (888- 355 -4733) "MOISTURE RESISTANT (MR) MDF" (HTTP: WWW.GREATLAKESMDF .COM.MOISTURE,PHP); INDUSTRIAL GRADE MEDIUM DENSITY FIBERBOARD; 1/2 INCH THICKNESS UNLESS OTHERWISE INDICATED; MINIMUM 46 PCF DENSITY. 5. PRE - FINISHED BOARD: LOW PRESSURE MELAMINE OVER PARTICLE BOARD, MDF, OR HARDBOARD CORE; FORMALDEHYDE FREE; COLORS AS INDICATED OR AS SELECTED FROM MANUFACTURER'S STANDARD. 6. PLASTIC LAMINATE: A. BRANDS AND COLORS AS SCHEDULED ON DRAWINGS. B. EXPOSED: NEMA LD -3; GENERAL AND VERTICAL GRADE, C. BACKING SHEETS: NEMA LD -3; BACKING GRADE; UNDECORATED. D. ACCESSORY MATERIALS: 1. CABINET HARDWARE: A. PULLS: 4 INCH WIRE PULLS; BRUSHED CHROME FINISH. B. DRAWER SLIDES: FULL EXTENSION BALL BEARING, CLEAR ZINC FINISH, RAIL MOUNT. ACCURIDE, OR APPROVED; LOAD RATING AS REQUIRED FOR THE APPLICATION. 1) LIGHT DUTY RATING (DRAWERS 12 INCHES WIDE OR LESS): ACCURIDE 2632; 65 IB BIFMA LOAD RATING 2) MEDIUM DUTY RATING (DRAWERS 32 INCHES WIDE OR LESS): ACCURIDE 7432;100 LB BIFMA LOAD RATING. 3) HEAVY DUTY RATING ( DRAWERS 42 INCHES WIDE OR LESS): ACCURIDE 2540; 200 LB BIFMA LOAD RATING. C. DRAWER LOCKS: CORBIN OR APPROVED; CAM LOCKS TO SUIT CONDITION; KEYED ALIKE AS DIRECTED, AND MASTERKEYED; FURNISHED TWO KEYS FOR KEYED ALIKE GROUP, AND FOUR MASTERKEYS, FINISH TO MATCH PULLS. A. CONCEALED HINGE: EUROPEAN STYLE; CONCEALED SELF- CLOSING; 125 DEGREE OF OPENING, BLUM, GRASS OR HAFELE. 4CATCH: OVES 327 A92 MAGNETIC CATCH. B. CABINET SHELF BRACKETS: METAL PIN STYLE SUPPORT; CHROME FINISH. C. LEVELERS: CAPITOL #1886, OR EQUAL. D. WIRING GROMMETS: DOUG MOCKETT AND COMPANY, INC. "TC" SERIES, OR APPROVED; SIZE TO MATCH APPLICATION; COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. 2. WALL SHELF HARDWARE: A. BRACKETS: KNAPE & VOGT NO. 185 ANOCHROME FINISH; LENGTH AS APPROPRIATE FOR SHELVING INDICATED. B. STANDARDS: KNAPE Sc VOGY #85 ANOCHROME FINISH. 3. CONTACT BOND ADHESIVE: WATERBORNES CONTACT BOND ADHESIVES SHALL MEET THE REQUIREMENTS OF THE SOUTHERN CALIFORNIA COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. (MAXIMUM VOC CONTENT 80 G/L CALCULATED BY DIVIDING THE WEIGHT OF THE SOLVENT IN THE ADHESIVE BY THE VOLUME OF THE MATERIALS, LESS WATER). E. TRIM FABRICATION: 1. SHOP CUT AND MILL ALL LUMBER TO THE SHAPES INDICATED. 2. SHOP FIT AND ASSEMBLE TO THE GREATEST EXTEND POSSIBLE. 3. MILL AND ASSEMBLE BUILT -UP SECTIONS. ALL GLUE LINES SHALL BE FREE OF SQUEEZE -OUT WHERE FINISHES ARE TO BE APPLIED. ,,�,i 4. TOLERANCES FOR OVERALL ASSEMBLY DIMENSIONS SHALL BE WITHIN 1/32 OF AN j� INCH. 5. FABRICATED FRAMES FROM SINGLE LENGTH PIECES, WITHOUT JOINTS, FOR EAC STRAIGHT LENGTH. 6. FABRICATE EACH SECTION FROM SOLID STOCK, EXCEPT COMPOSITE CONSTRUCTI )N CONSISTING OF FABRICATOR SELECTED SOLID WOOD CLAD WITH SPECIFIED TRANSPARENT FINISH VENEER MAY BE USED. EXPOSED EDGES SHALL CONSIST MINIMUM 1/8 INCH THICK SOLID WOOD TO MATCH THE VENEER. • 7. BACK OR KERF CUT ALL TRIM GREATER THAN 2 INCH IN WIDTH, EXCEPT TERMIN TE BEFORE EXPOSED ENDS. F. CASEWORK FABRICATION: 1. GENERAL FABRICATION REQUIREMENTS: A. FABRICATE TO THE CONFIGURATION INDICATED, UNLESS APPROVED OTHERWISE ON THE SHOP DRAWINGS. B. PROVIDE OPENINGS IN CASEWORK FOR THE INCORPORATION OF ALL ELECTRICAL AND MECHANICAL COMPONENTS. OPENING FOR ALL PLUMBING EQUIPMENT SHALL BE CUT FROM THE PLUMBING EQUIPMENT INSTALLER. C. PROVIDE CONCEALED ACCESS TO CASEWORK ELECTRICAL FIXTURES AND WIRING. D. UNLESS INDICATED OR APPROVED OTHERWISE, PROVIDE ADJUSTABLE BASE TO PROVIDE LEVEL INSTALLATION WHICH ACCOMMODATES VARIATIONS IN FLOOR LEVELNESS. E. SHOP ASSEMBLE CASEWORK TO THE GREATEST PRACTICAL EXTENT. F. ADJUSTABLE SHELVES: ALL CASEWORK SHELVES SHALL BE ADJUSTABLE, UNLESS OTHERWISE NOTED. PROVISIONS FOR SHELF ADJUSTMENT SHALL BE BY DRILLINGS AT 2 INCHES ON CENTER IN THE CABINET BODY FOR THE PLACEMENT OF SHELF SUPPORT BRACKETS. PROVIDE 4 SUPPORT FOR EACH SHELF. DRILLINGS SHALL BE IN STRAIGHT EVEN LINES. G. PROVIDE ALL HARDWARE, FASTENERS AND EXPOSED TRIM. 2. PLASTIC LAMINATE CASEWORK CONSTRUCTION: A. FABRICATE CASEWORK IN ACCORDANCE WITH AWI STANDARDS SECTION 400; CUSTOM GRADE. B. DESIGN: AWI FLUSH OVERLAY DESIGN; UNLESS INDICATED OTHERWISE. JOINT BETWEEN EXPOSED DOORS, DRAWER FACES, AND COUNTERTOP EDGES SHALL BE 1/8 INCH PLUS OR MINUS 1/16. C. EXPOSED SURFACES PLASTIC LAMINATE CLASS WITH SELF EDGING, UNLESS OTHERWISE INDICATED; PROVIDE HARDWOOD TRIM AT LOCATIONS INDICATED. D. "INSIDE" EXPOSED SURFACES OF SHELVING UNITS AND CABINETS WITHOUT DOORS: PLASTIC LAMINATE FINISHED BOARD, WITH EXPOSED EDGES BANDED WITH PLASTIC LAMINATE SELF EDGING OR PVC TAPE TO MATCH FACE COLORS. E. SEMI - EXPOSED SURFACES MELAMINE PREFINISHED BOARD, UNLESS INDICATED OTHERWISE. F. PROVIDE VERTICAL GRADE PLASTIC LAMINATE, EXCEPT USE GENERAL PURPOSE GRADE AT COUNTERTOPS. G. BACKS OF DOORS AND DRAWERS: PREFINISHED BOARD. H. PARTICLE BOARD SHALL BE MINIMUM 3/4 INCH THICK UNLESS INDICATED OTHERWISE. SHELVES SHALL BE 1 INCH THICK, MINIMUM. 3. PLASTIC LAMINATE COUNTERTOPS: A. FABRICATE COUNTERTOPS FROM PARTICLE BOARD AND GENERAL PURPOSE GRADE PLASTIC LAMINATE IN THE SHAPES INDICATED. B. WHERE COUNTERTOPS ARE INDICATED WITH SINKS, USE EXTERIOR GRADE PLYWOOD IN LIEU OF PARTICLE BOARD. 4. HARDWARE: A. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL DRAWERS SHALL BE EQUIPPED WITH STANDARD FULL EXTENSION SLIDE. B. INSTALL HARDWARE STRAIGHT AND TRUE AND IN PERFECT ALIGNMENT HORIZONTALLY AND VERTICALLY WITH ADJACENT CASEWORK AND HARDWARE. C. CAREFULLY FIT AND SECURELY ATTACH CABINET HARDWARE IN ACCORDANCE WITH MANUFACTURERS' PRINTED INSTRUCTIONS, AND EXERCISE CAUTION NOT TO MAR OR INJURE FINISH SURFACES. 8 D COW SE' 2 ECEW!/E[ AUG 21 2000 0 ,Mla COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 0 o 0 co _ rn Q� w Ln w J J w 4.. m LL h- • ce m rn N OE m M O N ' 1, N o �+' rn� N '- 9514 DATE: SCALE: DRAWN BY: PROJECT No.: !CM) % CPI C e0 0 V� , 4a E 0 di Ai S 10 4 0 a VI > N I - O 08.14.08 SHEET: in al - c e N Co 00 co u N N • Q z i a Q g g d Y CI) 3 at '^ O ▪ 2 E O F= G 0 0 00 rn 0 + i- AUG 14 oil 0 r DAVID fIOV TS AOO1 TMB0801'1 2 of 3q G. SHOP FINISHING: 1. SHOP FINISH ALL ARCHITECTURAL WOODWORK WOOD SURFACES. 2. SAND ALL EXPOSED AND SEMI - EXPOSED WOOD SURFACES SMOOTH, ALWAYS SANDING IN THE DIRECTION OF THE WOOD GRAIN. 3. SAND ALL EXPOSED TRANSPARENT FINISH WOOD SURFACES TO AWI "PREMIUM" GRADE STANDARDS. 4. FILL ALL DEPRESSIONS AND IMPERFECTIONS WITH NON- SHRINK COLOR MATCHED PUTTY, EXCEPT IMPERFECTION SHALL NOT EXCEED AWI PREMIUM GRADE STANDARDS. H. TRIM INSTALLATION: 1. JOINTING: MAKE ALL JOINTS TO CONCEAL SHRINKAGE; MITER ALL EXTERIOR CORNERS; COPE ALL INTERIOR CORNERS, MITER OR SCARF ALL END -TO -END JOINTS; INSTALL ALL TRIM PIECES AS LONG AS POSSIBLE, JOINTING ONLY WHERE SOLID SUPPORT IS OBTAINED. MAKE NO JOINTS CLOSER THAN 4 FEET TO CORNERS. 2. LENGTH OF MATERIALS: MINIMUM LENGTH SHALL BE 8 FEET, EXCEPT WHERE SHORT LENGTHS ARE REQUIRED BY INSTALLATION CONDITIONS. 3. FASTENING: A. INSTALL ALL ITEMS STRAIGHT, TRUE, PLUMB FIRMLY ANCHORED IN PLACE; WHERE BLOCKING OR BACKING IS REQUIRED, COORDINATE AS NECESSARY WITH OTHER TRADES TO ENSURE PLACEMENT OF ALL REQUIRED BACKINGS AND BLOCKING IN A TIMELY MANNER. B. UNLESS APPROVED OTHERWISE, USE CONCEALED FASTENING METHODS. C. WHERE EXPOSED FASTENERS ARE APPROVED, FASTEN TRIM WITH FINISH NAILS OR SCREWS OF PROPER DIMENSION TO HOLD THE MEMBER FIRMLY IN PLACE WITHOUT SPLITTING THE WOOD. ON EXPOSED FINISH WORK, SET ALL NAILS AND SCREWS AND PUTTY. ALIGN EXPOSED FASTENERS FOR UNIFORM PATTERN; RANDOM OR "SHOTGUN" PATTERNS WILL NOT BE ACCEPTED. I. CASEWORK INSTALLATION: 1. COORDINATE CASE WORK INSTALLATION WITH WORK OF OTHER TRADES FOR FINAL ELECTRICAL AND MECHANICAL CONNECTIONS. 2. INSTALL ALL CASEWORK ACCURATELY, SCRIBED PLUMB, SQUARE, AND LEVEL, AND PERMANENTLY SECURED IN PRECISE POSITIONS AS INDICATED IN THE DRAWINGS. 3. THE CASEWORK INSTALLATION SHALL BE MADE COMPLETE WITH ALL REQUIRED FASTENING, CLIP ANGLES, BRACES, ANCHORS, ADJUSTABLE LEVELERS, AND OTHER FITTING AS REQUIRED TO RENDER THE WORK RIGID AND SECURE. 4. ALL FASTENERS SECURING CASEWORK SHALL BE IN CONCEALED OR SEMI - CONCEALED LOCATIONS, UNLESS APPROVED OTHERWISE. 5. AVOID DAMAGING FINISHED SURFACES. REPAIR OR REPLACE ALL DAMAGE MATERIALS AND SURFACES IN A MANNER APPROVED BY THE ARCHITECT. 6. UPON COMPLETION OF WORK, AND IN THE ARCHITECT'S PRESENCE, DEMONSTRATE HARDWARE TO WORK FREELY AS INTERNED. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 072100 THERMAL INSULATION A. B. C. SUMMARY: BUILDING INSULATION WHEN INDICATED ON THE DRAWINGS. MATERIALS: 1. UNFACED BATT AND BLANKET INSULATION: ASTM C665, TYPE I; PREFORMED UNFACED GLASS FIBER ROLL; FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84, OVERSIZED WIDTHS FOR FRICTION -FIT BETWEEN METAL FRAMING. 2. ACCESSORIES: A. SEPARATE VAPOR BARRIER FOR BATT INSULATION: FOIL SCRIM KRAFT FSK 25; FLAME SPREAD OF 25 OR LESS AND A SMOKE DEVELOPED OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84. B. TAPE: TO MATCH INSULATION FACING; 2 INCH WIDTH. INSTALLATION: 1. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED. 2. TRIM INSULATION NEATLY TO FIT SPACES. INSTALL WITHOUT GAPS OR VOIDS. 3. INSTALLATION OF THERMAL BATT INSULATION: A. INSTALL INSULATION WITH VAPOR BARRIER TOWARD WARM SIDE OF BUILDING SPACES. VAPOR BARRIER SHALL BE CONTINUOUS. TAPE SEAL TEARS OR CUTS IN VAPOR BARRIER. B. AT METAL STUD FRAMING, INSERT THE INSULATION EDGES TIGHTLY INTO THE STUD CHANNELS FOR A FRICTION FIT. WHERE INSULATION BUTTS THE BACKSIDE OF THE STUD CHANNELS, CONTINUOUSLY TAPE INSULATION FLANGES TO THE EXPOSED METAL STUD FLANGE. C. MECHANICAL FASTENING: 1) AT LOCATION WHERE NO FRAMING IS PRESENT TO SUPPORT THE INSULATION, PROVIDE METAL IMPALING PINS AND RETAINERS TO HOLD THE INSULATION FIRMLY IN POSITIONS. 2) MECHANICALLY OR ADHESIVELY BOND THE RETAINING PINS TO THE SUBSTRATE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3) SPACE PINS AT MAXIMUM 24 INCHES ON CENTER ALONG THE EDGES AND WITHIN THE FIELD OF THE BLANKET. PLACE EDGE PINS WITHIN 6 INCHES FROM THE EDGE OF THE BATT. D. PACK BATT INSULATION IN SHIM SPACES AT PERIMETER OF WINDOW ASSEMBLY TO MAINTAIN CONTINUITY OF THERMAL BARRIER. 4. SEPARATE VAPOR BARRIER INSTALLATION: A. INSTALL SEPARATE VAPOR BARRIER OVER UNFACED INSULATION. B. INSTALL VAPOR BARRIER TOWARD WARM SIDE OF BUILDING SPACES. C. VAPOR BARRIER TOWARD WARM SIDE OF BUILDING SPACES. D. AT LOCATIONS WHERE INSULATION IS MECHANICALLY FASTENED BY IMPALING PINS, LACE VAPOR RETARDER OVER IMPALING PINS AND HOLD IN POSITION WITH ADDITIONAL RETAINERS. THE INSTALLATION SHALL PRESENT A TIGHT, CONTINUOUS, AND WRINKLE FREE APPEARANCE. E. AT LIGHT GAUGE SUPPORT FRAMING, SECURE TO STUDS WITH DOUBLE STICK TAPE OR SPRAY ADHESIVE. F. LAP JOINTS IN VAPOR BARRIER 2 INCHES, EXCEPT PROVIDE TAPE SEALED JOINTS AT LOCATIONS WHERE VAPOR BARRIER WILL REMAIN EXPOSED IN THE FINISHED WORK. G. TAPE SEAL VAPOR BARRIER TO ADJACENT CONSTRUCTION AT PERIMETER EDGES. H. TAPE AND SEAL TEARS OR CUTS IN VAPOR BARRIER. D. "R" VALUE SCHEDULE: PROVIDE MINIMUM 6 INCH INSULATION THICKNESS (R19) TO FILL STUD CAVITY OR GREATER TO MATCH EXISTING IN SIMILAR APPLICATIONS, OR AS INDICATED ON THE DRAWINGS. 072700 AIR /MOISTURE BARRIERS A. SUMMARY: AIR BARRIER MEMBRANE OVER EXTERIOR PLYWOOD OR GYPSUM SHEATHING. B. MATERIALS: 1. AIR BARRIER MEMBRANE: "WALLSHIELD" OR APPROVED; BY VAPORSHIELD (GIG HARBOR, WA; 866- 731 - 7663). 2. FLEXIBLE FLASHING: BAKOR DIVISION OF THE HENRY COMPANY (HUNTINGTON PARK, CA; 800 - 589 - 7663); "BLUESKIN SA;" 40 MIL THICK SELF ADHESIVE FLASHING, OR APPROVED. PROVIDE RECOMMENDED PRIMER WHEN BONDING TO VARIOUS SURFACES. 3. SEALANTS: IN COMPLIANCE WITH SECTION 072900 AND COMPATIBLE WITH MEMBRANE SPECIFIED. C. D. AIR BARRIER INSTALLATION: 1. APPLY OVER SOLID EXTERIOR SUBSTRATES IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATION TO FORM A CONTINUOUS BARRIER; LAPPED TO WEATHER. 2. COORDINATE INSTALLATION OF WINDOWS AND OTHER WALL PENETRATIONS WITH THE INSTALLATIONS OF FLEXIBLE FLASHING AND AIR BARRIER. 3. SEQUENCE WITH INSTALLATION OF FLEXIBLE FLASHING AND METAL FLASHING ELEMENTS AS SHOWN AND AS NECESSARY TO FORM A CONTINUOUS AIR AND WEATHER BARRIER. FLEXIBLE FLASHING: 1. INSTALL FLEXIBLE FLASHING AS INDICATED AND AS SPECIFIED BELOW. 2. TRIM FLEXIBLE FLASHING SO THAT IT WILL NOT BE EXPOSED IN THE FINISHED WORK. 3. COORDINATE INSTALLATION OF FLEXIBLE FLASHING WITH INSTALLATION OF BUILDING PAPER AND SHEET METAL FLASHING ELEMENTS. 4. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EACH CONDITION. 5. PROVIDE FLEXIBLE FLASHING AT PARAPET TOPS AS NECESSARY TO LINK TO THE INNER BUILDING PAPER LAYERS ON BOTH SIDES OF THE PARAPET WALLS. 6. PROVIDE FLEXIBLE FLASHING TO SEAL THE JOINT BETWEEN SHEET METAL CLOSURE ANGLES AND BUILDING PAPER BASE LAYER. 074200 METAL WALL PANELS A. SECTION INCLUDED: CUSTOM FABRICATED METAL PANELS; INCLUDING ANCHORAGE SYSTEMS, AND RELATED COMPONENTS. B. STRUCTURAL DESIGN: 1. INCORPORATE SUPPORT CLIPS AND FRAMING AS NECESSARY TO FIRMLY SUPPORT PANEL SYSTEM AS SPECIFIED AND IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. C. APPEARANCE REQUIREMENTS: 1. METAL PANEL SYSTEM SHALL CONFORM TO THE CONFIGURATION INDICATED. 2. PROVIDE CONCEALED ANCHORAGE SYSTEMS, TO THE GREATEST EXTENT POSSIBLE. EXPOSED ANCHORS, WHEN APPROVED, SHALL BE FINISHED TO MATCH ADJACENT MATERIALS. D. QUALITY ASSURANCE 1. FABRICATOR /INSTALLER QUALIFICATIONS: MINIMUM OF 5 YEARS EXPERIENCE IN THE FABRICATION AND INSTALLATION OF METAL PANEL SYSTEM SIMILAR TO THE ONE SPECIFIED. ABLE TO SHOW EVIDENCE OF SUCCESSFUL COMPLETION OF ARCHITECTURAL QUALITY ALUMINUM PANEL FABRICATIONS WHEN REQUESTED BY THE ARCHITECT. E. DELIVERY, STORAGE AND HANDLING 1. COVER FINISHED SURFACES AS NECESSARY TO PREVENT DAMAGE; WHERE STRIPPABLE FILMS ARE PROVIDED, MAINTAIN IN PLACE UNTIL PANELS ARE INSTALLED IN POSITION. F. GUARANTEE 1. SUBMIT IN ACCORDANCE WITH SECTION 017700. 2. SUBMIT GUARANTEE AGAINST DEFECT IN MATERIALS AND WORKMANSHIP, INCLUDING CORROSION, COATING FAILURE, CRAZING, DELAMINATION WARPING, CHALKING, FADING, AND OTHER FAILURES FOR A PERIOD OF TWO YEARS. G. COMPONENTS 1. STEEL: PRE - PRIMED STEEL SHEET; ASTM A653; 24 GAUGE UNLESS NOTED OTHERWISE; FACTORY APPLIED EPDXY COATING TO RECEIVE FIELD AND SHOP APPLIED FINISHES; AVAILABLE FROM PACIFIC METALS (800- 777 - 4544). 2. ALUMINUM A. EXTRUDED ALUMINUM: ASTM B221. B. SHEET ALUMINUM: ASTM B209 .063 INCH MINIMUM THICKNESS. 3. PLYWOOD (EXTERIOR LOCATIONS): APA RATED SHEATHING; AC GRADE EXTERIOR; FIRE RETARDANT TREATED; MINIMUM 1/2 INCH THICKNESS UNLESS OTHERWISE INDICATED. 4. MEDIUM DENSITY FIBERBOARD (INTERIOR LOCATIONS) FIRE RETARDANT (MDF): SIERRAPINE (ROSEVILLE, CALIFORNIA; 800 - 676 -3339) "MEDITE FR2 ", INDUSTRIAL GRADE MEDIUM DENSITY FIBERBOARD; UL CLASSIFIED TO FLAME SPREAD 25 OR LESS, SMOKE DEVELOPED OF 160 OR LESS; 1/2 INCH THICKNESS UNLESS OTHERWISE INDICATED; MINIMUM 46 PCF DENSITY. 5. SEALANTS: SILICONE SEALANT, SPECIFIED IN SECTION 079200. H. FABRICATION 1. FORM PANELS TO THE CONFIGURATION INDICATED. 2. FABRICATE PANELS WITH CONCEALED ANCHORAGE TO ADJACENT CONSTRUCTION. 3. UNLESS APPROVED OTHERWISE, FABRICATED PANELS WITH MINIMUM 1/2 INCH BRAKE FORMED RETURNED EDGES. FABRICATE WITH MINIMUM RADIUS AT EDGES. WELD CORNERS AND GRIND SMOOTH. FORMED JOINTS AT CORNERS SHALL BE NEATLY MATED AND SEALED. 4. FABRICATE PANELS WITH SHARP AND TRUE LINES, BREAKS AND ANGLES. SURFACE SHALL BE FREE OF OIL CANNING, WARPS, OR BUCKLES. 5. PROVIDE CONSTRUCTION ADHESIVE TO THE FACE OF THE PANELS AND MDF BACKING BOARD AS NECESSARY TO RESIST DESIGN LOADS AND TO ELIMINATE OIL- CANNING. 6. ALLOWABLE PANEL TOLERANCES: A. FLATNESS: NO POINT ON A SURFACE PLANE SHALL VARY MORE THAN 1/8 INCH UNDER A 10 FOOT STRAIGHT EDGE. B. EDGE STRAIGHTNESS: NO POINT ON AN EDGE OR ARRIS SHALL VARY MORE THAN 1/16 INCH UNDER A 10 FOOT STRAIGHT EDGE. C. SHAPES: NO SHAPE SHALL VARY FROM ITS PRESCRIBED LOCATION MORE THAN 1/8 INCH IN ANY DIRECTION. D. PANEL DIMENSIONS: NOT MORE THAN 1/16 INCH FROM INDICATED DIMENSION. 7. SHOP FINISH (AT STEEL) A. MANUFACTURE: MATTHEWS PAINT COMPANY, PLEASANT PRAIRIE, WI (800- 323 - 6593); B. BASE COAT: ACRYLIC POLYURETHANE; PAINT NO MP23554. 8. SHOP FINISH (AT ALUMINUM): CLEAR ANODIZED FINISH; 7 MIL MINIMUM THICKNESS. PROVIDE AT ALL EXPOSED ALUMINUM SURFACES. I. EXAMINATION 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE AND TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. J. PREPARATION 1. COORDINATE INSTALLATION OF SUPPORT FRAMING AS NECESSARY TO ACCOMMODATE METAL PANEL SYSTEM. 2. PRIME AND PAINT BACK OF PLYWOOD OR MDF BACKING BOARD WITH 100% ACRYLIC PAINTS PRIOR TO INSTALLATION OF METAL PANEL. K. INSTALLATION 1. INSTALL ADDITIONAL FRAMING AS NECESSARY TO SUPPORT THE METAL PANEL SYSTEM. 2. INSTALL SUPPORT SYSTEMS AND PANELS LEVEL, PLUMB, AND ALIGNED IN RELATION TO ADJOINING CONSTRUCTION. 3. TOLERANCES: A. REVEAL /JOINT WIDTH: 1/4 INCH ± 1/6 INCH. B. VARIATION FROM PLANE: 1/8 INCH IN 10 FEET MAXIMUM. C. ERECT WORK PLUMB, LEVEL AND TRUE TO LINE WITHIN A TOLERANCE OF 1/8 INCH IN 10 FEET MAXIMUM. D. MISALIGNMENT OF TWO ADJOINING MEMBERS ABUTTING IN PLANE: 1/16 INCH. 4. WHERE INDICATED ON THE DRAWINGS, SEAL JOINTS AS SPECIFIED IN SECTION 079200. 5. TOUCH -UP ALL DAMAGED COATINGS WITH MATERIALS TO MATCH THE ORIGINAL COATING. REMOVE AND REPLACE WITH NEW ALL DAMAGE COMPONENTS WHICH CANNOT BE REPAIRED AS DETERMINED BY THE ARCHITECT. L. PROTECTION 1. PROTECT INSTALLED PANELS FROM DAMAGE. 2. PROVIDE PROTECTIVE COVERINGS FOR PANELS AT CORNERS AND OTHER AREAS SUBJECT TO POSSIBLE DAMAGE FROM SUBSEQUENT CONSTRUCTION OPERATIONS. REMOVE PROTECTIVE COVERINGS PRIOR TO SUBSTANTIAL COMPLETION. 079200 JOINT SEALANTS A. QUALITY ASSURANCE: USE ONLY SKILLED INSTALLER SPECIALLY TRAINED IN THE TECHNIQUES OF SEALING, AND FAMILIAR WITH THE PUBLISHED RECOMMENDATIONS OF THE MANUFACTURERS OF THE SEALANTS BEING USED. B. SEALANTS: 1. TYPE S- NEUTRAL CURE SILICONE SEALANTS: A. DOW CORNING, 790 SILICONE BUILDING SEALANT, OR 795 SILICONE STRUCTURAL GLAZING AND WEATHERPROOFING SEALANT. B. PECORA, 890 ARCHITECTURAL SILICONE SEALANT. C. TREMCP "SPECTEM 1 OR 3" 2. TYPE PT: ASTM C920, TYPE S, GRADE P, CLASS 25; TREMCO "THC 901", SONNEBORN "SONOLASTIC SL 1 ". PECORA "UREXPAN NR- 201 ", OR APPROVED. 3. TYPE PTNSI ASTM C920, TYPE M, GRADE NS, CLASS 25, PERCORA "DYNATRED," TREMCO "HPL,: OR APPROVED; CUSTOM COLORS TO MATCH ARCHITECT'S SAMPLE. 4. TYPE A: ASTM C834; TREMCO " ACRYLIC LATEX CAULK ", PECORA "AC -20 ", SONNEBORN " SONNEBORN " SONOLAC" OR APPROVED. 5. TYPE SM: MILDEW RESISTANT SILICONE SEALANT: USDA APPROVED; DOW CORNING 786 BY DOW CHEMICAL. C. ACCESSORY MATERIALS: 1. PRIMER: NON- STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPLICATION. 2. JOINT CLEANER: NON- CORROSIVE AND NON- STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER; COMPATIBLE WITH JOINT FORMING MATERIALS. 3. JOINT FILLER: CLOSED CELL POLYETHYLENE FOAM; ROUND PROFILE; THICKNESS: 130% OF JOINT WIDTH. 4. BOND BREAKER: PRESSURE SENSITIVE TAPE RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPLICATION. 5. COMPRESSIBLE FOAM SEALANT: PRECOMPRESSED PREFACED SELF - ADHESIVE OPEN CELL POLYURETHANE FOAM TAPE; "BACKERSEAL" BY EMSEAL JOINT SYSTEMS, LTD., OR APPROVED. D. PREPARATION: 1. CLEAN AND PREPARE JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE LOOSE MATERIALS AND OTHER FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. 2. APPLY MASKING TIGHTLY AROUND JOINTS TO PROTECT ADJACENT SURFACES FROM EXCESS SEALANT. 3. PRIME AS REQUIRED FOR PROPER BOND TO SUBSTRATE MATERIALS. 4. PLACE BACKING MATERIALS TO ACHIEVE PROPER SEALANT WIDTH /DEPTH RATIOS. USE BOND BREAKER WHERE REQUIRED. GENERAL SPECIFICATIONS E. INSTALLATION: 1. PERFORM WORK IN ACCORDANCE WITH ASTM C1193, UNLESS SPECIFIED OTHERWISE OR RECOMMENDED OTHERWISE BY THE SEALANT MANUFACTURER. 2. SEALANT BEADS SHALL HAVE A SECTIONAL WIDTH TO DEPTH RATIO OF 2 TO 1, EXCEPT THAT SEALANT TYPE PT SHALL BE INSTALLED FULL DEPTH WITHOUT BACKING. 3. INSTALL TYPE OTNS SEALANT FULL DEPTH IN TILE EXPANSION JOINTS WITH NO BACKER ROD. 4. TOOL JOINTS CONCAVE, UNLESS INDICATED OTHERWISE. FINISH FREE OF AIR POCKETS. FOREIGN EMBEDDED MATTER, RIDGES, AND SAGS. F. PROTECT SEALANT IN JOINTS SUBJECT TO DIRT, MOISTURE, AND TRAFFIC DURING THE SEALANT CURING PROCESS. PROTECTION SHALL BE ABLE TO RESIST TRAFFIC WHILE REMAINING SECURELY IN POSITION. G. SCHEDULE: 1. TYPE S: PROVIDE AT ALL EXTERIOR JOINTS UNLESS SPECIFIED OTHERWISE; STANDARD COLORS AS SELECTED BY ARCHITECT. 2. TYPE PT: PROVIDE AT ALL EXTERIOR HORIZONTAL JOINTS SUBJECT TO TRAFFIC AND ABRASION; STANDARD COLORS AS SELECTED BY ARCHITECT. 3. TYPE PTNS: PROVIDE AT ALL EXPANSION JOINTS IN TILE CUSTOM TO MATCH GROUT SAMPLES SUBMITTED BY TILE INSTALLER. 4. TYPE A: PROVIDE AT ALL INTERIOR JOINTS, UNLESS SPECIFIED OTHERWISE; STANDARD COLORS TO MATCH ADJACENT CONSTRUCTION. 5. TYPE SM: PROVIDE AT JOINTS AROUND COUNTERTOPS IN BACK OF HOUSE (BOH) AND TOILET ROOMS. DIVISION 8 - DOORS AND WINDOWS 081113 HOLLOW METAL DOORS AND FRAMES A. SUMMARY: 1. INTERIORS ROLLED STEEL DOORS AND FRAMES. 2. EXTERIOR DOORS AND FRAMES, WHEN INDICATED ON THE DRAWINGS. B. REGULATORY REQUIREMENTS: 1. WHERE REQUIRED, INSTALLED FRAME AND DOOR ASSEMBLY SHALL CONFORM TO NFPA 80 FOR FIRE RATED CLASS INDICATED. 2. WHERE DOORS ARE NOTED WITH AN HOURLY FIRE RESISTANCE RATING, PROVIDE DOOR AND FRAME ASSEMBLIES LABELED BY UNDERWRITER'S LABORATORY (UL), OR ANOTHER TESTING LABORATORY APPROVED BY THE LOCAL CODE AUTHORITIES, TO MEET THE HOURLY FIRE RATING NOTED. ASSEMBLIES SHALL MEET CODE REQUIREMENTS FOR POSITIVE PRESSURE WHEN REQUIRED. 3. INCLUDE "S" LABEL ON FIRE RATED DOOR ASSEMBLIES LOCATED AT 1 HOUR RATED EXIT CORRIDORS. C. QUALITY ASSURANCE: 1. CONFORM TO REQUIREMENTS OF ASNI A250.8. D. ACCEPTABLE MANUFACTURES: MEMBERS OF THE STEEL DOOR INSTITUTE AND OF THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, SUBJECT TO COMPLIANCE WITH SPECIFIED REQUIREMENTS. E. MATERIALS: STEEL SHEET, COLD ROLLED ASTM A366, OR HOT ROLLED PICKLED AND OILED SHEET CONFORMING TO ASTM A569, MINIMUM 30% RECYCLED CONTENT. F. INTERIOR DOOR CONSTRUCTION: 1. ANSI A250.8; SEAMLESS; MINIMUM 18 GAUGE FACE SHEETS. 2. CORE: VERTICAL STEEL STIFFENERS WITH SOUND DEADENING FILL BETWEEN STIFFENERS, OR RESIN IMPREGNATED KRAFT PAPER HONEY COMB CORE. 3. PROVIDE CONTINUOUSLY WELDED SEAMLESS EDGES. NO PLASTIC FILLERS WILL BE ACCEPTED. G. EXTERIOR DOOR CONSTRUCTION: 1. ANSI A250.8; SEAMLESS; MINIMUM 16 GAUGES FACE SHEETS. 2. CORE: POLYSTYRENE OR POLYURETHANE FOAM CORE. 3. SPECIAL CONSTRUCTION REQUIREMENTS: A. PROVIDE CONTINUOUSLY WELDED SEAMLESS EDGES. NO PLASTIC FILLERS WILL BE ACCEPTED. B. CLOSE TOP EDGES OF EXTERIOR DOORS FLUSH WITH STEEL FILLER CAP: SEAL JOINTS WATERTIGHT. C. CUT MORTISES FOR BUTTS USING APPROPRIATE TEMPLATES; UNIVERSAL NON- HANDED PREPARATION OF DOORS IS NOT ACCEPTABLE. H. FRAMES: 1. DESIGN: DOUBLE RABBET, UNLESS INDICATED OTHERWISE; FULLY WELDED. 2. GAUGES: A. EXTERIOR FRAMES: MINIMUM 14 GAUGES. B. INTERIOR FRAMES: MINIMUM 16 GAUGE FOR FRAMES OF DOOR OPENINGS UP TO AND INCLUDING 4 FEET IN WIDTH; 14 GAUGE FOR FRAMES GREATER THAN 4 FEET IN WIDTH. FINISH: 1. INTERIOR FRAMES: MANUFACTURER'S STANDARD RUST - INHIBITIVE PRIMER. 2. EXTERIOR FRAME: HOT DIP GALVANIZED ZINC COATING CONFORMING TO ASTM A653 A60 (.60 OZ.AQ FT. COATING WEIGHT). WITH MANUFACTURER'S STANDARD PRIMER TO RECEIVE COATING SYSTEM SPECIFIED IN SECTION 099000. J. INSTALLATION OF FRAMES: 1. INSTALL FRAMES IN ACCORDANCE WITH 501 -105 AND IN ACCORDANCE WITH LABELING REQUIREMENTS. 2. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT. 3. INSTALLATION TOLERANCES; MAXIMUM DIAGONAL DISTORTION: 1/16 INCH MEASURED WITH STRAIGHT EDGE, CORNER TO CORNER. 4. DOOR HARDWARE INSTALLATION IS SPECIFIED IN SECTION 087300 081400 WOOD DOORS A. SUBMITTALS: 1. SUBMIT SHOP DRAWINGS. INDICATE DOOR SIZES AND THICKNESS, MATERIALS, STILE AND RAIL REINFORCEMENT INTERNAL BLOCKING FOR HARDWARE ATTACHMENT, CUTOUTS FOR GLAZING AND LOUVERS, LOUVER DETAILS AND GLAZING STOPS. B. SOLID CORE FLUSH DOORS: 1 APPROVED MANUFACTURERS: ONE OF THE FOLLOWING. A. ALGOMA HARDWOODS, INC. (ALGOMA WI; 920 - 487 -5221; 800 - 678 - 8910). B. EGGERS INDUSTRIES (TWO RIVERS WI; 920 - 793 - 1351). C. VANCOUVER DOOR (PUYALLUP WA, 800 - 999 -3667) 2. AWI SECTION 1300, PREMIUM GRADE. 3. CORE: UREA - FORMALDEHYDE FREE, SOLID PARTICLE BOARD CORE, UNLESS REQUIRED OTHERWISE FOR FIRE LABELING REQUIREMENTS. 4. AWI PC -5 (5 OR 7 PLY CONSTRUCTION). 5. PROVIDE LABELED DOORS AS REQUIRED TO MEET HOURLY FIRE RATING INDICATION. 6. WHERE INTUMESCENT SEALS ARE REQUIRED TO MEET POSITIVE PRESSURE LABELING REQUIREMENTS, PROVIDE CONCEALED EDGE SEALING SYSTEM BUILT INTO THE DOOR EDGE. 7. 1 -3/4 INCH THICK, UNLESS SCHEDULED OTHERWISE. 8. FRAMES: PROVIDE UNDER SECTION 081113.. C. FABRICATION: 1. FABRICATE DOORS TO THE CONFIGURATION INDICATED, IN ACCORDANCE WITH THE AN STANDARDS SPECIFIED, AND TO FIRE RATED LABELING REQUIREMENTS. ATTACH FIRE RATING LABELS. 2. BEVEL LOCK AND HINGE EDGES 1/8 INCH IN 2 INCHES ON ALL SINGLE ACTING DOORS. 3. BOND EDGE BANDING TO SOLID CORE WITH HOT MELD OR RF CURED ADHESIVE. 4. PREFIT AND PREMACHINE DOORS IN ACCORDANCE WITH AWI 1300 -S -6. PREMACHINE FOR HARDWARE SPECIFIED IN SECTION 087000, AND LOCATE AS SPECIFIED IN SECTION 087300. 5. DOORS SHALL BE FACTORY PREFINISHED AS SCHEDULED TO MATCH ARCHITECT'S SAMPLE; AWI PREMIUM GRADE, LOW VOC, POLYURETHANE SYSTEM. 6. WHERE REQUIRED TO MEET LABELING REQUIREMENTS, PROVIDE METAL ASTRAGALS TO MEET RATING REQUIREMENTS FOR DOUBLE FIRE DOORS. 7. FACTORY PRE -GLAZE DOORS. 8. FLUSH DOOR BLOCKING: FOR FLUSH DOORS, PROVIDE SOLID LOCK BLOCKS AND SPECIAL BLOCKING AS REQUIRED FOR THE HARDWARE COMPONENTS SPECIFIED ELSEWHERE. BLOCKING FOR FIRE RATED DOORS SHALL MEET THE DOOR MANUFACTURER'S LABELING REQUIREMENTS. D. INSTALLATION: 1. FIT AND PREPARE DOORS FOR INSTALLATION IN ACCORDANCE WITH THE DOOR MANUFACTURER'S PRINTED INSTRUCTIONS. 2. PROVIDE CLEARANCES OF 1/8 INCH AT JAMBS AND HEADS AND 3/8 INCH FROM BOTTOM OF DOOR TO TOP OF DECORATIVE FLOOR FINISH OR COVERING, EXCEPT WHERE THRESHOLD IS SHOWN OR SCHEDULED PROVIDE 1/4 INCH CLEARANCE FROM BOTTOM OF DOOR TO TOP THRESHOLD. 083100 ACCESS DOOR AND PANELS A. QUALITY ASSURANCE: 1. WHERE ACCESS DOORS ARE INSTALLED IN CONSTRUCTION WITH AN HOURLY FIRE RESISTANCE RATING, PROVIDE DOOR AND FRAMES ASSEMBLIES LABELED BY UNDERWRITER'S LABORATORY, WARNOCK HERSEY, OR ANY OTHER TESTING LABORATORY APPROVED BY THE LOCAL CODE AUTHORITIES TO MEET THE REQUIREMENTS OF THE FIRE RATING ASSEMBLY. B. ACCEPTABLE MANUFACTURERS: 1. MILCOR, INC. LIMA OH. 2. J.L INDUSTRIES, BLOOMINGTON, MN. 3. KARP ASSOCIATES, INC. MASPETH, NY 4. MM SYSTEMS CORPORATION, TUCKER, GA. 5. NYSTROM, MINNEAPOLIS, MN C. DOOR TYPES: 1. FIRE RATED METAL ACCESS DOOR FOR USE AT RATED PARTITIONS: A. FLUSH TYPE DESIGN B. 16 GAUGE FRAME, MINIMUM 20 GAUGE STEEL WELDED PAN DOOR PANEL INSULATED WITH NON- COMBUSTIBLE FILLER C. SELF CLOSING AND SELF LATCHING, WITH INTERIOR LATCH RELEASE D. FULLY CONCEALED PIN TYPE HINGES OR CONTINUOUS PIANO HINGE, 175 DEGREE OPENING E. RING TURN LATCH 2. NON RATED METAL WALL AND CEILING ACCESS DOOR FOR USE AT BACK -OF -HOUSE (BOH) AREAS: A. FLUSH TYPE DESIGN. B. 16 GAUGE STEEL FRAME; 14 GAUGE STEEL PANEL C. FOR INSTALLATION IN DRYWALL: INTEGRAL ATTACHMENT FLANGE AND DRYWALL BEAD FOR FLUSH INSTALLATION D. FULLY CONCEALED PIN TYPE HINGES OR CONTINUOUS PIANO HINGE, 175 DEGREE OPENING E. HARDWARE: SCREW DRIVER SLOT, QUARTER TURN CAM LOCK FOR INTERIOR LOCATIONS; 2'0" O.C.; MAXIMUM 3. NON RATED CONCEALED DRYWALL ACCESS DOOR FOR USE AT SALES FLOOR AREAS: A. RECESSED TYPE DESIGN B. MINIMUM 13 GAUGE STEEL FRAME; MINIMUM 16 GAUGE STEEL DOOR PANEL RECESSED TO RECEIVE DRYWALL C. INTEGRAL ATTACHMENT FLANGE AND DRYWALL BEAD OR FLUSH INSTALLATION D. FULLY CONCEALED PIVOT ROD HINGE E. LATCHES: SCREW DRIVER OPERATED CAM LATCH. 4. HIGH - SECURITY WALL ACCESS DOOR: A. KARP ASSOCIATES, INC. "DSB -123 SD SECURITY ACCESS DOOR, NYSTROM "HS -GMZ" OR APPROVED. B. SIZE: 24 IN X 24 IN. C. FRAMES: 3/16 " X 2" X 2" ANGLE WELDED WITH JOINTS GROUND SMOOTH: APPLIED 1/8" 1" X 1" STOP ON FOUR SIDES: D. DOOR: 10 GAUGE STEEL PLATE. E. HINGES: PROVIDE FULLY CONCEALED HINGE(S) F. LOCK: PREPARED FOR INTERCHANGEABLE 5 -PIN CYLINDER LOCK, AS SPECIFIED IN SECTION 087100. G. WEATHERSTRIP: PROVIDE CONTINUOUS SEAL AS NECESSARY TO MAINTAIN ASSEMBLY WATERTIGHT WHEN CLOSED. H. FINISH: FACTORY PRIMED FOR FIELD FINISH WITH MANUFACTURER'S STANDARD RUST - INHIBITIVE POWDER COAT, COLOR TO MATCH ADJACENT CONSTRUCTION. D. MINIMUM SIZES: PROVIDE ACCESS DOORS IN SIZES INDICATED. WHEN NOT INDICATED OR SPECIFIED OTHERWISE, PROVIDE 12" X 12" SIZE FOR HAND ACCESS, AND 24" X 24" SIZE FOR MAN ENTRY. E. 083326 OVERHEAD COILING GRILLES A. OVERHEAD COILING GRILLE ASSEMBLIES SHALL INCLUDE GRILLES, GUIDE, BRACKETS, COUNTERBALANCE, HOOD, MOTOR, CONTROL MECHANISMS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. B. QUALITY ASSURANCE 1. INSTALLERS: INSTALLATION SHALL BE PERFORMED BY A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE. C. MANUFACTURER: 1. AS SPECIFIED: THE COOKSON COMPANY 2. ACCEPTABLE SUBSTITUTION (SUBJECT TO COMPLIANCE WITH DESIGN AND SPECIFICATION REQUIREMENTS). A WAYNE - DALTON CORPORATION D. INSTALLER: E. F. EXAMINATION 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2. DO NOT BEGIN INSTALLATION UNTIL UNSATISFACTORY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. G. INSTALLATION 1. INSTALL GRILLE AND OPERATING EQUIPMENT COMPLETE WITH ACCESSORIES IN ACCORDANCE APPROVED SHOP DRAWINGS, AND MANUFACTURER'S RECOMMENDATIONS. H. INSTALLATION: 1. PROVIDE ACCESS DOORS IN THE LOCATIONS INDICATED, AND FOR ACCESS TO BALANCING AND FIRE DAMPERS, TRAP PRIMERS, VALVES, FANS, TERMINAL UNITS, AND OTHER EQUIPMENT REQUIRING PERIODIC INSPECTION THROUGH FINISHED WALLS OR CEILING, WHETHER INDICATED OR NOT. 2. COORDINATE ACCESS REQUIREMENTS WITH OTHER TRADES. 3. PROVIDE CONCEALED DRYWALL ACCESS DOORS UNLESS FIRE RATED ACCESS DOORS ARE REQUIRED BECAUSE OF FIRE RATED CONSTRUCTION. B. CORNELL IRON WORKS, INC C. OVERHEAD DOOR COMPANY D. R & S ROLLING PRODUCTS D'1(D FIELD QUALITY CONTROL 1. VERIFY THAT MOVING PARTS OPERATE SMOOTHLY, COILING GRILLES ARE FREE FROM WARP, TWISTS, OR DISTORTION, GRILLES REMAIN IN REQUIRED POSITION, AND SAFETY FEATURES FUNCTION PROPERLY. 2. REPAIR DAMAGE TO OVERHEAD COILING GRILLES TO MATCH MANUFACTURER'S ORIGINAL FINISH. REPLACE COMPONENTS WHICH CANNOT BE PROPERLY REPAIRED. ADJUST 1. ADJUST MECHANISM SO MOVING PARTS OPERATE SMOOTHLY. A. SUMMARY: 1. EXTERIOR ALUMINUM FRAMED STOREFRONT AND WINDOWS SYSTEM. 2. INTERIOR ALUMINUM FRAMED STOREFRONT SYSTEMS. 3. ALUMINUM FRAMED GLASS DOORS. REV IEWED fail CODE COMP` APPROV sip & 20 Ci l o Tukwila 1 _ 1510_ GRILLE TYPE "FMG- MOTOR ". 1. CURTAIN: G5015 DESIGN ALUMINUM CURTAIN. 2. FINISH: CLEAR ANODIZED FINISH. 3. MOTOR OPERATOR: 3 PHASE POWER (VERIFY VOLTAGE); MINIMUM 1 -1/2 HP HEAVY DUTY MOTOR OPERATOR; GEAR HEAD DRIVE. 4, "DETECTEDGE" STOP OR REVERSING MECHANISM. 5. KEY OPERATED CONTROL BOX 084113 ALUMINUM - FRAMED ENTRANCES AND STOREFRONTS B. REFERENCES: 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 2. B209 - ALUMINUM AND ALUMINUM ALLOY SHEET AND PLATE. 3. B221 - ALUMINUM ALLOY EXTRUDED BARS, RODS, WIRE, SHAPES, AND TUBES. 4. E283 - RATED OF AIR LEAKAGE THROUGH EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS. 5. E330- STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. 6. ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION (AAMA) X RECEIVED AUG 21 2000 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. CO E"'" 0 0 CO c al co Q In La C A w at w w + m � I-- • ce rn v ii - N • c m CO CU CO O LU Ls) vvl N 4 ' N d . rn I I- DATE: 9514 00 m C tIP V i. - _ 0 h fp VI ▪ 4 ▪ 0 VI co a P. 12 z 0 OS.14.08 SHEET: SCALE: ' DRAWN BY: :AVID riOv y A0 0 2 PROJECT No.: NTS TMB05011 5 of S m 3 0 O g- 0 o n 4 SE 0 tl c ± ; �o C. SYSTEM DESCRIPTION: 1. PERFORMANCE - EXTERIOR ALUMINUM WINDOW AND STOREFRONT SYSTEMS: A. SYSTEM SHALL ACCOMMODATE EXPANSION AND CONTRACTION CAUSED BY A TEMPERATURE RANGE OF 20 DEGREES F. TO 140 DEGREES F. WITHOUT DETRIMENTAL EFFECTS TO COMPONENTS, SEALING SYSTEMS, AND SURROUNDING CONSTRUCTION. B. DESIGN SYSTEM WITH PROVISIONS TO DRAIN MOISTURE TO THE EXTERIOR OF THE SYSTEM C. AIR INFILTRATION: SHALL NOT EXCEED .05 CFM PR SQUARE FOOT OF FIXED AREA WHEN TESTED IN ACCORDANCE WITH ASTM E283. D. WATER INFILTRATION: NO WATER PENETRATION AT A TEST PRESSURE OF 3.24 -LB /SQ FT. WHEN MEASURED IN ACCORDANCE WITH ASTM E331. 2. WINDOWS AND STOREFRONT STRUCTURAL DESIGN: A. DESIGN AND SIZE MEMBERS TO WITHSTAND POSITIVE AND NEGATIVE WIND LOADS AS REQUIRED BY THE CURRENTLY ENFORCED EDITION OF THE BUILDING CODE. B. LIMIT MULLION DEFLECTION TO 1/175, OR FLEXURE LIMIT OF GLASS WITH FULL RECOVERY OF GLAZING MATERIALS, WHICHEVER IS LESS. D. WARRANTY: FURNISH FIVE YEAR WRITTEN WARRANTY EXECUTED TO THE OWNER, FROM THE MANUFACTURER OF THE STOREFRONT SYSTEM, AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP, IN ACCORDANCE WITH DIVISION 1. E. MATERIALS: 1. EXTRUDED ALUMINUM: ASTM B221;6063 T5 ALLOY AND TEMPER. 2. SHEET ALUMINUM: ASTM B209; 5005 -H32 ALLOY, OR APPROVED. F. COMPONENTS: 1. EXTERIOR STOREFRONT AND WINDOW FRAMING: A. PARTIAL REPLACEMENT: WHERE NEW ENTRANCE OR FRAMING IS INDICATED TO BE INSTALLED ALONG WITH EXISTING TO REMAIN, MATCH DIMENSIONS, PROFILE, GLAZING THICKNESS AND FINISH OF EXISTING ALUMINUM WINDOW FRAMING INDICATED TO REMAIN. B. WHERE STOREFRONT SYSTEMS AS INDICATED ON THE DRAWINGS IS NEW, PROVIDE MANUFACTURER'S STANDARD NOMINAL 2" X 4" CENTER - GLAZED THERMALLY BROKEN STOREFRONT FRAMING SYSTEM. 2. INTERIOR (MALL) STOREFRONT AND WINDOW FRAMING: MANUFACTURER'S STANDARD NOMINAL 2" X 4" CENTER - GLAZED NON- THERMALLY BROKEN STOREFRONT FRAMING SYSTEMS. 3. ACCEPTABLE MANUFACTURER'S KAWNEER, YKKM EFCO, ARCADIA. 4. DOORS: EXTRUDED ALUMINUM FRAME; MEDIUM STILE, PROVIDE WITH SPECIAL 10 INCH HIGH BOTTOM RAIL. 5. DOOR HARDWARE: A. PROVIDE MANUFACTURER'S STANDARD OFFSET PIVOT HINGES, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. B. MANUFACTURER'S STANDARD WEATHERSTRIPPING, INCLUDING BOTTOM SWEEP. C. BALANCE OF HARDWARE IS LISTED ON THE DRAWINGS. 6. GLAZING BEADS: MANUFACTURER'S STANDARD EPDM OR NEOPRENE GLAZING BEADS, FOR A COMPLETE WEATHERPROOF SEAL. FURNISH FOR INSTALLATION AS PART OF THE WORK OF SECTION 088000. G. A. FABRICATION: 1. FABRICATE FRAMES ALLOWING FOR SHIM SPACING AROUND PERIMETER OF ASSEMBLY, YET ENABLING INSTALLATION. 2. RIGIDLY FIT JOINTS AND CORNERS. ACCURATELY FIT AND SECURE CORNERS TIGHT. MAKE CORNER JOINTS FLUSH, HAIRLINE, WEATHERPROOF. SEAL JOINTS WITH SEALANT. 3. PROVIDE DRAINAGE HOLES TO ALLOW WATER TO FLOW TO EXTERIOR. 4. PREPARE COMPONENTS TO RECEIVE ANCHORAGE DEVICES. FABRICATE ANCHORAGE ITEMS. 5. PROVIDE INTERNAL REINFORCEMENT IN MULLIONS WITH MEMBERS TO MAINTAIN RIGIDITY. PROVIDE REINFORCING AT ALL DOOR STRIKE JAMBS. 6. FABRICATE STOREFRONT SYSTEMS TO ACCOMMODATE HARDWARE USING TEMPLATES FURNISHED FROM SECTION 087100. 7. FABRICATED CUSTOM EXTRUSION, CLOSER, AND SHEET MATERIALS TO THE SHAPES INDICATED; FABRICATED FOR ATTACHMENT WITH CONCEALED FASTENERS TO THE GREATEST POSSIBLE EXTENT. 8. FINISH: A. ANODIZED FINISH: MANUFACTURER'S STANDARD ANODIZED FINISH; .7 MIL MINIMUM THICKNESS; CHAMPAGNE, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PROVIDE AT ALL EXPOSED ALUMINUM SURFACES. H. INSTALLATION: 1. INSTALL FRAMES, DOORS, AND HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION. 2. USE ANCHORAGE DEVICES TO SECURELY ATTACH FRAME TO STRUCTURE. 3. ALIGN FRAMES PLUMB AND LEVEL, FREE OF WARP OR TWIST. MAINTAIN DIMENSIONAL TOLERANCES, ALIGNING WITH ADJACENT WORK. 4. INSTALL ALUMINUM FLASHING AT HEAD AND SILL. FINISH TO MATCH DIMENSIONAL TOLERANCES, ALIGNING WITH ADJACENT WORK. 5. PERIMETER SEALANT IS PROVIDED UNDER SECTION 079200. 6. ADJUST HARDWARE INSTALLED IN THIS SECTION FOR SMOOTH OPERATION. 7. PROTECT ALUMINUM FROM DISSIMILAR MATERIALS WITH A COATING OF BITUMINOUS PAINT, A MINIMUM 1 -MIL THICKNESS OF ZINC CHROMATE PRIMER, PLASTIC SEPARATOR MATERIALS OR ISOLATION TAPE. KEEP ISOLATION MATERIALS UNEXPOSED TO VIEW. 087100 DOOR HARDWARE SUPPLIER: FINISH HARDWARE SHALL BE SUPPLIED BY RECOGNIZED BUILDER'S HARDWARE SUPPLIER WHO HAS BEEN FURNISHING HARDWARE IN THE SAME AREA AS THE PROJECT FOR A PERIOD OF NOT LESS THAN TWO YEARS. THE SUPPLIER'S ORGANIZATION SHALL INCLUDE A MEMBER OF THE AMERICAN SOCIETY OF ARCHITECTURAL HARDWARE CONSULTANTS WHO IS AVAILABLE AT ALL REASONABLE TIMES DURING THE COURSE OF THE WORK TO MEET WITH THE OWNER, ARCHITECT OR CONTRACTOR FOR PROJECT HARDWARE CONSULTATION. B. INSTALLER: FINISH HARDWARE SHALL BE INSTALLED ONLY BY EXPERIENCED TRADESMEN IN COMPLIANCE WITH TRADE UNION JURISDICTION, EITHER AT THE DOOR AND FRAME FABRICATION PLANT OR AT THE PROJECT SITE. C. CODES: 1. ALL FINISH HARDWARE SHALL COMPLY WITH APPLICABLE LOCAL AND /OR STATE CURRENT BUILDING CODES. 2. HARDWARE FOR FIRE -RATED OPENINGS SHALL ALSO BE IN COMPLIANCE WITH ALL FIRE BUILDING CODES APPLICABLE TO THE DISTRICT IN WHICH THE BUILDING IS LOCATED. PROVIDE ONLY HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL FOR THE TYPES AND SIZES OF DOORS REQUIRED, AND WHICH COMPLIES WITH THE REQUIREMENTS OF THE DOOR AND DOOR FRAME LABELS. 3. PROVIDE SMOKE SEALS AS REQUIRED AT EACH FIRE -RATED OPENING. D. DELIVERY: DELIVER ALL HARDWARE IN MANUFACTURER'S ORIGINAL UNOPENED UNDAMAGED PACKAGES, CLEARLY IDENTIFYING MANUFACTURER'S, BRAND NAME, AND CONTENTS. E IN ADDITION TO REQUIRED ONE YEAR WARRANTY UNDER CONDITIONS OF THE CONTRACT, FURNISH 5 YEAR UNCONDITIONAL GUARANTEES FOR ALL DOOR CLOSERS, UNDER PROVISIONS OF DIVISION 1. F. FACTORY REPRESENTATIVE FOR DOOR CLOSERS, EXIT BOLTS, AND LOCKSET SHALL BE AVAILABLE DURING THE CONSTRUCTION TO INSTRUCT THE CONTRACTOR ON THE PROPER METHOD OF INSTALLATION OF THEIR MATERIALS. THEY SHALL INSPECT AND ADJUST THEIR MATERIALS AT THE COMPLETION OF THE WORK, AND SUPPLY PROPER MAINTENANCE MANUALS TO THE OWNER. G. FURNISH 2 SETS OF SPECIAL TOOLS FOR INSTALLATION AND MAINTENANCE OF HARDWARE. TOOLS FOR MAINTENANCE ADJUSTMENTS ARE TO BE DELIVERED TO THE OWNER UPON COMPLETION OF THE WORK. H. IN GENERAL, UNLESS OTHERWISE INDICATED, FINISH SHALL BE SATIN CHROME US26D. I. GENERAL: CONSTRUCTION MASTERKEY ALL LOCKSETS AND CYLINDER ITEMS; PROVIDE 6 CONSTRUCTION MASTERKEYS. J. KEYING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL KEYING, AS FOLLOWS: 1. CONSULT WITH OWNER'S AUTHORIZED REPRESENTATIVE AND PREPARE DETAILED KEYING SCHEDULE ACCORDINGLY. OWNER'S REPRESENTATIVE WILL COORDINATE KEYING REQUIREMENTS WITH AUTHORIZED REPRESENTATIVE OF HARDWARE SUPPLIER. 2. STAMP "DO NOT DUPLICATE" ON ALL KEYS. K. BUTTS: 1. IN THE FOLLOWING PARAGRAPHS WHERE HAGER NUMBERS ARE LISTED, EQUIVALENT ITEMS OF LAWRENCE, MCKINNEY SALES COMPANY, OR THE STANLEY WORKS MAY BE SUPPLIED. 2. EXTERIOR DOORS (OUTSWING) 38" WIDE OR LESS SHALL HAVE HAGER BB1191 BUTTS, SIZE 4 1/2 X 4 1/2. 3. INTERIOR DOORS 38" WIDE OR LESS SHALL HAVE HAGER BB1279 BUTT, SIZE 4 1/2 X 4 1 /2. 4. PROVIDE FULL THREAD WOOD SCREWS FOR WOOD DOORS AND /OR JAMBS. 5. PROVIDE FULL THREADED WOOD SCREWS FOR WOOD DOORS AND /OR JAMBS. 6. BUTT WIDTH LISTED ARE MINIMUM. PROVIDE BUTTS OR WIDER THROW TO SUIT CONDITIONS FOR 180 DEGREE OPERATION OF DOORS, STRUCTURAL CONDITIONS PERMITTING. 7. TYPES: AS INDICATED ON THE DRAWINGS. L. M. ELECTRONIC HARDWARE 1. TYPES: AS INDICATED ON THE DRAWINGS. N. 0. DOOR STOPS AND OVERHEAD STOPS: 1. MANUFACTURER: A. IVES AS SCHEDULED. B. RIXSON 2. LOCATE FLOOR STOPS FREE FROM FOOT TRAFFIC. 3. TYPES: AS INDICATED ON THE DRAWINGS. P. Q. R. S. FURNISH FOR EACH DOOR THE ITEMS SCHEDULED WITHIN THE DESIGNATED HARDWARE GROUPS AS SHOWN ON THE DRAWINGS. T. ADJUSTMENTS AND TESTING: 1. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OF FUNCTION OF EVERY UNIT. LUBRICATE MOVING PARTS WITH GRAPHITE TYPE LUBRICANT UNLESS OTHERWISE RECOMMENDED BY THE HARDWARE MANUFACTURER. REPLACE UNITS WHICH CANNOT BE ADJUSTED AND LUBRICATED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 2. ADJUST CLOSER PRESSURES AS SPECIFIED IN SECTION 087100, UNLESS OTHERWISE REQUIRED BY JURISDICTIONAL AUTHORITIES. 3. TESTING: A. TEST CLOSER FOR COMPLIANCE WITH REQUIREMENTS OF SECTION 087100, INCLUDING OPENING FORCE AND CLOSING SPEED REQUIRED BY JURISDICTIONAL AUTHORITIES. B. PROVIDE TESTING REQUIRED BY JURISDICTIONAL AUTHORITIES. C. TESTING DEVICE SHALL REMAIN IN THE POSSESSION OF THE OWNER. 087300 DOOR AND HARDWARE INSTALLATION A. QUALITY ASSURANCE: INSTALLERS OF DOORS AND FINISH HARDWARE SHALL BE SKILLED MECHANICS REGULARLY EMPLOYED IN THE DOOR HARDWARE INDUSTRY AND EXPERIENCED IN THE INSTALLATION OF DOORS AND DOOR HARDWARE. B. DOORS, FRAMES, AND HARDWARE: SPECIFIED IN OTHER SECTIONS. C. DOOR AND HARDWARE INSTALLATION: 1. FIT AND PREPARE DOORS FOR INSTALLATION IN ACCORDANCE WITH THE DOOR MANUFACTURER'S PRINTED INSTRUCTIONS. 2. INSTALL DOORS PLUMB AND SQUARE. 3. PROVIDE CLEARANCES OF 1/8 INCH AT JAMBS AND HEADS, 1/8 INCH AT MEETING STILES FOR PAIRS OF DOORS, AND 1/2 INCH FROM BOTTOM OF DOOR TO TOP OF DECORATIVE FLOOR FINISH OR COVERING, EXCEPT WHERE THRESHOLD IS SHOWN OR SCHEDULED PROVIDE 1/4 -INCH CLEARANCE FROM BOTTOM OF DOOR TO TOP OF THRESHOLD. 4. INSTALL ROSES, KICK PLATES, CLOSERS, AND OTHER SURFACE MOUNTED HARDWARE ONLY AFTER DOOR FINISHING IS COMPLETE AND FINISHES ARE COMPLETELY CURED. 5. FIT HOLLOW METAL DOORS IN ACCORDANCE WITH SDI 100. 6. FINISH HARDWARE INSTALLATION A. INSTALLER SHALL RECEIVE DELIVERY AND UNPACK, TAG, INDEX, AND FILE ALL KEYS. KEEP HARDWARE IN A SEPARATE ROOM UNDER LOCK AND KEY AT THE SITE UNTIL INSTALLATION IS MADE. B. VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR THE CORRECT INSTALLATION AND FIT OF HARDWARE AT THE LOCATION INDICATED ON THE DRAWINGS AND AS SPECIFIED. C. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. D. WHEREVER CUTTING AND FITTING ARE REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER WAY, INSTALL EACH ITEM COMPLETELY AND THEN REMOVE AND STORE IN A SECURE PLACE DURING THE FINISH APPLICATION. AFTER COMPLETION OF THE FINISHES, REINSTALL EACH ITEM. DO NOT INSTALL SURFACE - MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. E. HARDWARE MOUNTING HEIGHTS: AS INDICATED. WHERE NOT INDICATED, COMPLY WITH RECOMMENDATIONS OF THE NATIONAL BUILDERS HARDWARE ASSOCIATION (NBHA). 7. ADJUSTMENT AND CLEANING: ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OF FUNCTION OF EVERY UNIT. LUBRICATE MOVING PARTS WITH GRAPHITE TYPE LUBRICANT UNLESS OTHERWISE RECOMMENDED BY THE HARDWARE MANUFACTURER. REPLACE UNITS WHICH CANNOT BE ADJUSTED AND LUBRICATED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 088000 GLAZING A. B. C. LOCKSET, DEADLOCKS, CYLINDER AND PADLOCKS: 1. MANUFACTURER: A. LOCKS AND DEADLOCKS - SCHLAGE, ADAMS RITE, OR APPROVED. B. CYLINDERS AND PADLOCKS - SCHLAGE. 2. PROVIDE NEW CYLINDER AT EACH EXISTING DOOR THAT HAS DEADLOCK OR LOCKSET. 3. PROVIDE LOCK STRIKE WITH MINIMUM PROJECTION TO PROTECT TRIM. 4. PROVIDE WROUGHT BOXES FOR LOCKSETS AND DEADLOCKS. 5. PROVIDE DEADLOCKS WITH ARMORED FRONTS. 6. FUNCTIONS AS INDICATED IN HARDWARE GROUPS. 7. DEAD BOLTS AT EXTERIOR DOORS SHALL HAVE A MINIMUM THROW OF 1 INCH AND MINIMUM EMBEDMENT OF 3/4 INCH. 8. TYPES: AS INDICATED ON THE DRAWINGS. DOOR CLOSERS: 1. MANUFACTURERS: A. OVERHEAD CLOSERS: CORBIN RUSSWIN OR LCN. B. FLOOR CLOSERS: RIXSON. 2. ALL OVERHEAD CLOSERS TO BE MOUNTED ON INTERIOR SIDE OF DOOR. NO THRU BOLTS. 3. PROVIDE MOUNTING BRACKETS AND PROPER LENGTH ARMS TO SUIT ALL CONDITIONS. PROVIDE ARM OPTIONS AS SCHEDULED OR RECOMMENDED BY MANUFACTURER. FINISH SHALL MATCH LOCKSETS. 4. SIZES SHALL BE AS RECOMMENDED BY THE MANUFACTURER. CLOSERS SHALL HAVE A 5 -YEAR UNCONDITIONAL GUARANTEE. 5. PROVIDE STANDARD FULL COVERS AT OVERHEAD CLOSERS; FINISH TO MATCH ARMS, UNLESS OTHERWISE INDICATED. 6. CLOSURE PRESSURE: SET TO 8.5 POUNDS FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS, PER CURRENT REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTIONAL AUTHORITIES. 7. TYPES: AS INDICATED ON THE DRAWINGS. PUSH /PULL BARS AND SETS: 1. TYPES: AS INDICATED ON THE DRAWINGS. WEATHERSTRIP, THRESHOLDS, DOOR BOTTOM AND GASKETS: 1. MANUFACTURER: PEMKO MFG, CO. OR APPROVED EQUAL BY RIXSON. 2. TYPES: AS INDICATED ON THE DRAWINGS. MISCELLANEOUS: 1. PROVIDE SILENCERS FOR ALL DOORJAMBS, 3 FOR SINGLE JAMBS AND 4 FOR DOUBLE JAMBS. 2. TYPES: AS INDICATED IN THE DRAWINGS. GLASS: PROVIDE THE FOLLOWING GLASS AS SCHEDULED ON THE DRAWINGS: 1. CLEAR GLASS: ASTM C1036, TYPE I, CLASS 1, CLEAR, QUALITY Q3 GLAZING SELECT. PLASTIC GLAZING: ACRYLIC PANEL AS SCHEDULED ON THE DRAWINGS. ACCESSORIES: 1. SILICONE SEALANT: DOW CORNING "795 ", CLEAR COLORS. 2. SETTING BLOCKS: COMPATIBLE WITH SILICONE SEALANTS; 70 -90 SHORE A HARDNESS. 3. SPACERS: COMPATIBLE WITH SILICONE SEALANT. 4. GLAZING TAPE: TREMCO "CCN: SPONGE," OR APPROVED. 5. GLAZING CHANNELS: EXTRUDED ALUMINUM; PROFILE AS INDICATED ON THE DRAWINGS; CLEAR ANODIZED FINISH. D. FABRICATION: 1. INSULATION GLASS UNITS: A. DUAL LITE UNITS FABRICATION FROM GLASS AS SCHEDULED; 1/2 INCH NOMINAL AIRSPACE DUAL SEAL SYSTEM. B. TWIN SEALS; POLYISOBUTYLENE PRIMARY SEAL AND SILICONE SECONDARY SEAL. OUTER SEAL SHALL BE COMPATIBLE WITH GLAZING SYSTEM. C. SPACER BAR: MILL FINISH ALUMINUM; FILL WITH DESICCANT; CORNERS SHALL BE PARTIALLY MITER CUT AND BENT (NOT CUT THROUGH), OR FORMED WITH CORNER KEYS ULTRASONICALLY SOLDERED IN PLACE. D. CERTIFIED THROUGH THE INSULATING GLASS CERTIFICATION COUNCIL (IGCC) IN ACCORDANCE WITH ASTM E773 AND E774; CERTIFIED TO LEVEL CBA, E. EACH PIECE SHALL BEAR CERTIFICATION NUMBER, DATE, AND MANUFACTURER'S IDENTIFICATIONS MARK. 2. TEMPERED AND HEAT STRENGTHENED GLASS: A. TEMPERED GLASS: GLASS WHICH HAS BEEN HEAT TREATED TO STRENGTHEN GLASS IN BENDING TO NOT LESS THAN 4 TIMES THE ANNEALED STRENGTH; CERTIFIED SAFETY GLASS IN ACCORDANCE WITH ANSI Z97.1. B. HEAT STRENGTHENED GLASS: ASTM C1048; GLASS WHICH HAS BEEN HEAT TREATED TO STRENGTHEN GLASS IN BENDING TO NOT LESS THAN 2 TIMES ANNEALED STRENGTH. C. FABRICATED TEMPERED AND HEAT STRENGTHENED GLASS UNIT SO THAT PRINCIPAL DISTORTION WILL BE IN THE HORIZONTAL DIRECTION IN THE FINISHED INSTALLATION. D. UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL, PROVIDE MANUFACTURER'S LABEL IN EACH LIGHT, INDICATING TYPE AND THICKNESS OF GLASS. E. COMPLY WITH UBC REQUIREMENTS FOR IDENTIFICATION AND LABELING OF SAFETY - GLAZING MATERIALS IN HAZARDOUS LOCATIONS SUBJECT TO HUMAN IMPACT LOADS. GENERAL SPECIFICATIONS H. DIVISION 9 - FINISHES E. PREPARATION: 1. CLEAN CONTACT SURFACES AND WIPE DRY. 2. SEAL AND FRAME CORNER JOINTS, AND OTHER LEAKAGE POINTS WITH SEALANT. AT INSULATING GLASS UNITS THE SEALANT SHALL BE COMPATIBLE WITH THE SEAL OF THE UNIT. DO NOT PLUG WEEP HOLES. 3. PRIME SURFACES SCHEDULED TO RECEIVE SEALANT, UNLESS OTHERWISE RECOMMENDED BY THE SEALANT MANUFACTURER. F. INSTALLATION: 1. UNLESS SPECIFIED OTHERWISE, GLAZE IN ACCORDANCE WITH THE CURRENT EDITION OF GLASS ASSOCIATION OF NORTH AMERICA (GANA): GLAZING MANUAL. 2. SETTING BLOCKS: PLACE SETTINGS BLOCKS IN A FRAME FOR SUPPORT OF GLASS. PLACE AT QUARTER POINTS UNLESS APPROVED OTHERWISE. 3. SET GLASS TIGHTLY IN POSITION WITH PROPER CLEARANCES IN ACCORDANCE WITH THE REFERENCE STANDARD. 4. UNLESS SPECIFIED OTHERWISE, GLAZE UNITS WITH GASKETS FURNISHED WITH THE FRAMING SYSTEMS SPECIFIED IN OTHER SECTIONS. 5. GLAZING FOR INTERIOR NON -RATED DOORS AND WINDOWS, WHERE GASKETS ARE NOT FURNISHED: A. GLAZE WITH GLAZING TAPE. B. PRE - MEASURE AND CUT TAPES TO REQUIRED LENGTHS; ADHERE TO FIXED STOPS, AND SETTING HORIZONTAL TAPE AT HEADS AND SILLS BEFORE VERTICAL TAPE. C. INSTALL TAPE WITH TIGHT BUTT JOINTS; NO OVERLAPS WILL BE ACCEPTED. SET TAP WITH STRAIGHT LINES LEVEL WITH FRAME SIGHT LINE. D. POSITION GLASS, UNIFORMLY SEALING AGAINST GLASS, LEVEL WITH SIGHT LINES. 6. GLAZING FOR FIRE RATED DOORS AND WINDOWS: GLAZE IN ACCORDANCE WITH NFPA 80 UNLESS REQUIRED OTHERWISE BY THE LABELING REQUIREMENTS OF THE FRAME. 7. ADJUST GLAZING MATERIALS TO FORM A UNIFORM SIGHT LINE. G. SCHEDULE: 1. TYPE 1: CLEAR 1/4 INCH THICK GLASS. PROVIDE TEMPERED WHERE INDICATED AND SPECIFIED. 2. TYPE 2: INSULATING GLASS. DOUBLE GLAZED UNITS WITH 1/2 INCH AIR SPACE BETWEEN TWO PANES OF 1/4 INCH GLASS; OUTER PANE SHALL BE TINTED HEAT STRENGTHENED OR TEMPERED GLASS; INNER PANE SHALL BE CLEAR GLASS. PROVIDE TEMPERED WHERE INDICATED AND SPECIFIED. WHERE NOT REQUIRED BY CODE TO BE TEMPERED, PROVIDE ANNEALED, HEAT - STRENGTHENED OR TEMPERED GLASS AS DETERMINED BY GLASS MANUFACTURER'S GLASS ANALYSIS. PROVIDE TEMPERED GLASS IN HAZARDOUS LOCATIONS TO MEET THE REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. 092200 LIGHT GUAGE METAL SUPPORT FRAMING A. SUMMARY: INTERIOR PARTITION, CEILING, AND SOFFIT CONSTRUCTION NOT COVERED BY SECTION 054000. g SYSTEM DESCRIPTION: 1. STRUCTURAL DESIGN: A. SELECT FRAMING SYSTEMS, GAUGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED. B. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE THICKER GAUGES D DECREASED ECREASED STUD SPACING AS NECESSARY TO MEET THE DESIGN REQUIREMENTS. 2. DESIGN LOADS: A. INTERIOR CEILING ASSEMBLIES: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. B. INTERIOR PARTITIONS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LATERAL LOAD. C. EXTERIOR SOFFITS: 25 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD. 3. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN, EXCEPT MAXIMUM 1/360 AT TILE. C. CODE REQUIREMENTS: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATING INDICATED AND SPECIFIED. ASSEMBLIES SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS WHICH ARE A PART EACH ASSEMBLY. 2. FIRE RATING REQUIREMENTS TAKE PRECEDENCE OVER THE CONSTRUCTION REQUIREMENTS INDICATED. IN THE EVENT OF CONFLICT, NOTIFY THE ARCHITECT, AND DO NOT BEGIN CONSTRUCTION IN THE AREA OF CONFLICT UNTIL THE CONFLICT HAS BEEN RESOLVED. 3. PROVIDE ALL CALCULATIONS, DRAWINGS, PRODUCT DATA, AND OTHER VERIFICATION AS REQUIRED BY THE JURISDICTIONAL CODE AUTHORITY TO OBTAIN APPROVAL OF THE LIGHT GUAGE METAL FRAMING INSTALLATION. D. MATERIALS: 1. LIGHT GAUGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS; SHADED RUNNERS, HAT AND "Z" SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS NECESSARY. MINIMUM 25 GAUGE, EXCEPT FURNISH THICKER GAUGES AS REQUIRED TO MEET DEFLECTION REQUIREMENTS. 2. COLD ROLLED CHANNELS: RUST INHIBITIVE PAINT COATING; SIZE IN ACCORDANCE WITH ASTM C754. 3. SCREWS: SELF- TAPPING; LOW PROFILE HEAD. 4. SECURITY MESH: AMICO (ALABAMA METAL INDUSTRIES CORP) BIRMINGHAM AL (800- 366- 2642); ASM .50 -13F, MINIMUM 13 GAUGE, UNLESS APPROVED OTHERWISE. 5. PROPRIETARY CEILING SUSPENSION SYSTEM: A. MANUFACTURER: 1) AS SPECIFIED: CHICAGO METALLIC (CHICAGO, IL LOS ANGELES, CA; 800 - 323 - 7164). 2) ARMSTRONG (800- 207 - 2321). B. SUSPENSION SYSTEM: SIMILAR TO SYSTEM 650, OR 670; ASTM C635 HEAVY DUTY CLASSIFICATION. 1) FURRING RUNNERS: MANUFACTURED FROM 0.020 INCH THICK 1 -3/8 INCH WIDE WITH KNURLED FACE BY 1 -1/2 INCHES HIGH; FACTORY PUNCHED CROSS TEE SLOTS, HANGER HOLES, AND NON- DIRECTIONAL BAYONET END TAB COUPLING. 2) FURRING TEES: MANUFACTURED FROM 0.020 INCH THICK 1 -3/8 INCH WIDE KNURLED FACE BY 7/8 INCHES HIGH; FACTORY PUNCHED CROSS TEE SLOTS AND HANGER HOLES. 3) FURRING CROSS CHANNEL: 0.020 INCH THICK STEEL; 1 -1/2 INCH THICK WIDE WITH KNURLED FACE BY 7/8 INCHES HIGH BY 48 INCHES LONG WITH STRAIGHT LOCKING END TABS. 4) CROSS TEES: 0.020 INCH THICKNESS STEEL 15/16 INCH WIDE BY 1 -1/2 INCHES HIGH; WITH STAKED -ON DIP END TABS COUPLINGS, FACTORY PUNCHED CROSS TEE SLOTS. 5) MOLDINGS: MANUFACTURER'S STANDARD. 6. PARTITION HEAD COMPENSATING CHANNEL (NON- RATED): DESIGN FOR MINIMUM ±1/2 INCH DEFLECTION. PROFILES AS INDICATED; ONE OF THE FOLLOWING. A. 20 GAUGE DEEP LEG TRACK; 2 INCH LEGS. B. SLIP TRACK SYSTEMS INC. (ANAHEIM, CA 714 - 761 - 1921) "SLP - TRK." 7. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. E. PARTITIONS FRAMING: 1. RUNNERS: A. SECURE RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES OC. B. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. C. TOP RUNNER: USE PROPRIETARY COMPENSATING CHANNEL OR DEEP LEG TRACK AT CONTRACTOR'S OPTION, AS NECESSARY TO ACCOMMODATE BUILDING DEFLECTION. D. ALIGN TO TOLERANCES SPECIFIED. 2. UNLESS INDICTED OTHERWISE, INSTALL STUDS VERTICALLY AT 24 INCHES OC, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENING, AND AT CORNERS. STUDS FOR SUPPORT OF STONE TILE SHALL BE INSTALLED AT 16 INCHES O.C. 3. FIT RUNNERS UNDER AND ABOVE OPENINGS; SECURE INTERMEDIATE STUDS AT SPACING OF WALL STUDS. 4. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. 5. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO CEILING TRACK AT THE JAMB OF EACH DOOR FRAME AND CASED OPENING. STUDS SHALL BE THE SAME GAUGE AS THE ADJACENT STUDS, BUT NO LESS THAN 20 GAUGE. PROVIDE DIAGONAL STEEL STUD BRACING TO STRUCTURE AT EACH JAMB AT PARTITIONS WHICH DO NOT EXTEND TO STRUCTURE. 6. COORDINATE ERECTION OF STUD SYSTEM, WITH REQUIREMENT OF DOOR AND WINDOW FRAME; FIRE EXTINGUISHER CABINETS, RECESSED TOILET ACCESSORIES, ACCESS DOORS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. PROVIDE FRAMING IMMEDIATELY ON EITHER SIDE OF EXPANSION JOINTS. 8. STUD SPLICING NOT PERMISSIBLE. 9. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT, EXCEPT AS OTHERWISE INDICATED. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. 10. STUD BRIDGING: A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIALS ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5' -0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITIONS. B. INTERIOR FULL HEIGHTS PARTITIONS (STUD EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIALS STOPPING 3' -0" OR MORE BELOW TOP STUDS - PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5' -0" IF EXPOSED STUDS. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTH, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12 ". ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. 11. INSTALL SECURITY MESH AT ALL WALLS ON THE SECURED STORAGE. F. CEILING AND SOFFIT FRAMING: 1. COORDINATE LOCATIONS OF HANGERS AND SUPPORTS WITH THE WORK OF OTHER SECTIONS. 2. PROVIDE CEILING AND SOFFIT FRAMING AS INDICATED. WHERE NOT INDICATED PROVIDE, STUD AND RUNNER FRAMING, SUSPENDED FRAMING, OR PROPRIETARY SUSPENDED FRAMING. 3. PROPRIETARY SUSPENDED FRAMING: INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. STUD AND RUNNING FRAMING: A. SECURE RUNNERS TO STRUCTURE ABOVE WITH FASTENERS AT A MAXIMUM OF 24 INCHES ON CENTER. SIZE FASTENERS AND USE REINFORCEMENTS AS NECESSARY TO SUPPORT THE DEAD LOADS APPLIED. B. SCREW FASTEN FRAMING AT EACH FLANGE JOINT. C. SPACE STUDS AT 16 INCH ON CENTER AT HORIZONTAL LOCATIONS. D. SELECT MEMBERS TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED. 5. LIGHT GAUGE SUSPENDED FRAMING: A. INSTALL IN ACCORDANCE WITH ASTM C754, UNLESS INDICATED OR SPECIFIED OTHERWISE. B. SUSPENDED CEILING FROM OVERHEAD STRUCTURAL ELEMENTS ONLY. DO NOT SUPPORT FROM ANY ELECTRICAL, HVAC, PLUMBING, OR SPRINKLER SYSTEM COMPONENTS. C. SPACE CARRYING CHANNELS 4 FEET ON CENTER WITH SPLICES LAPPED 12 INCHES AND TIED. D. SUPPORT COLD ROLLED CARRYING CHANNELS WITH HANGER WIRES SPACED AT 3 FEET ON CENTER FOR LATH AND PLASTER CEILINGS AND 4 FEET ON CENTER FOR GYPSUM BOARD CEILINGS. LOOP HANGER WIRE AROUND SUPPORT ELEMENT AND TIGHTLY WRAP AROUND VERTICAL WIRE 3 TIMES; CUT OFF NEATLY. E. SPACE FURRING CHANNELS 16" O.C. WITH SPLICES LAPPED 12 "; MINIMUM AND TIED; CLIP OR SADDLE TIE TO RUNNER CHANNELS WITH 16 GAUGE TIE WIRE. F. WHERE OVERHEAD OBSTRUCTIONS PREVENT THE REGULAR SPACING OF HANGERS, PROVIDE SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE SUSPENSION SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED FRAMING COMPONENTS AS REQUIRED TO SPAN THE REQUIRED DISTANCE. 6. STABILIZE SUSPENDED CEILING, SOFFIT AND FASCIA FRAMING AGAINST LATERAL MOVEMENT BY MEANS OF DIAGONAL BRACING. AT LOCATIONS WHERE PARTITIONS EXTEND TO CEILING, ONLY. INSTALL SUPPLEMENTARY BRACING AT MAXIMUM 8' -0" O.C. ALONG LENGTH OF PARTITION, AND ABOVE EACH DOOR HINGE AND STRIKE JAMB. 7. FOR OPENING IN CEILING AND FRAME OPENING FOR RECESSED LIGHT FIXTURES, AIR DIFFUSERS, ACCESS DOORS, HATCHES, ECT. 8. INSTALL SUPPLEMENTARY HANGER WIRES FOR SUPPORT OF CEILING MOUNTED EQUIPMENT. G. BACKING: 1. PROVIDE STEEL BACKING WHERE INDICATED. AT CONTRACTOR'S OPTION STEEL BACKING PLATES MAY BE SUBSTITUTED FOR WOOD BLOCKING, EXCEPT WOOD BLOCKING SHALL BE USED AT THE FOLLOWING LOCATIONS: HANDRAILS, GUARDRAILS, GRAB BARS, AND SIMILAR SAFETY ITEMS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAUGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. INSTALLATION TOLERANCES: 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. 092813 GYPSUM SHEATHING H. A. MATERIALS: 1. GYPSUM SHEATHING: ONE OF THE FOLLOWING: A. G -P GYPSUM CORPORATION "DENS -GLASS GOLD ", GLASS MAT FACED; ASTM C1177; 1/2 INCH THICK B. USG FIBEROCK BRAND SHEATHING WITH AQUA -TOUGH (TM); 1/2 INCH THICK. 2. SCREWS: GALVANIZED; SELF - DRILLING; SELF DRILLING, BUGLE HEAD SCREWS; MINIMUM 1 -1/4 INCH LONG. B. INSTALLATION: 1. INSTALL SQUARE EDGE BOARDS PARALLEL OR PERPENDICULAR TO FRAMING. INSTALL BOARDS PARALLEL TO FRAMING AT FIRE RATED WALLS. APPLY SHEATHING WITH JOINTS STAGGERED. ALL EDGES SHALL BE FIRMLY SUPPORTED. 2. INSTALL SHEATHING WITH COATING TOWARDS EXTERIOR. 3. SCREWS TO FRAMING. SPACE FASTENERS 8 INCHES 0.0. IN FIELD AND 4 INCHES 0.0. AT ENDS ALONG EACH FRAMING MEMBER. 4. DO NOT BRIDGE EXPANSION OR SEISMIC JOINTS. 092900 GYPSUM BOARD A. QUALITY CONTROL: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATING INDICATED. ASSEMBLIES SHALL BE APPROVED BY THE LOCAL JURISDICTION CODE AUTHORITIES. B. MATERIALS: 1. SYNTHETIC GYPSUM BOARD: A. MANUFACTURER'S: NATIONAL GYPSUM CO, "GOLD BOND BRAND ", USG CORPORATION, � � Yd� " SHEETROCK BRAND ", TEMPLE - INLAND GYPSUM, "SYNTHETIC GYPSUM". YV B. 5/8 INCH THICK UNLESS NOTED OTHERWISE; PROVIDE TYPE X IN FIRE RATED PARTITIONS C. C. STANDARD BOARD: ASTM C36. 2. ACCESSORIES: A. TRIM: CONCEALED FLANGE SCREW -ON TYPE; METAL; GA 216. B. JOINTS COMPOUND, TAPE, AND FINISHING COMPOUND: ASTM C275 AND GA 216, C. SCREWS: ASTM C1002. D. PROPRIETARY SKIM COAT: USG " TUFF -HIDE SHEETROCK BRAND PRIMER - SURFACER. CODE CON APPR( SEP 2 City Of DINE INSTALLATION: 1. INSTALLATION STANDARD: UNLESS SPECIFIED OTHERWISE, PERFORM WORK IN ACCOR AN WITH GYPSUM ASSOCIATION 216," RECOMMENDED SPECIFICATIONS FOR THE APPLICATION FINISHING OF GYPSUM WALLBOARD." 2. INSTALL WATER RESISTANT BOARD RESTROOM WALLS AS A SUBSTRATE FOR SURFACES SCHEDULED TO RECEIVE CERAMIC TILE IN TOILET COMPARTMENTS. 3. SCREW FASTEN BOARD TO FRAMING, UNLESS APPROVED OTHERWISE. 4. TRIM: A. USE LONGEST PRACTICAL LENGTHS, WITH NO PIECE LESS THAN 2 FEET FOR CONTINUOUS RUNS GREATER THAT 8 FEET. SECURELY FASTEN AND ALIGN TRIM ENDS AT JOINTS. B. PLACE CONCEALED FLANGE CORNER BEADS AT ALL EXTERNAL CORNERS. AT ANGLES OTHER THAN 90 DEGREES, BEND TO FLANGE TO CONFORM TO THE ANGLE. C. PLACE CONCEALED FLANGE TYPE L TRIM WHERE GYPSUM BOARD ABUTTS DISSIMILAR MATERIALS. D. USE J TRIM AT EXPOSED GYPSUM BOARD EDGES (INCLUDING LIGHT COVERS) WHERE SEALANT JOINT IS INDICATED. 5. CONTROL JOINTS: A. POSITION CONTROL JOINTS TO INTERSECT LIGHT FIXTURES, AIR DIFFUSERS, DOOR OPENING, AND OTHER AREAS OF STRESS CONCENTRATION. B. POSITION CONTROL JOINTS AT LOCATIONS WHERE EXPANSION OR CONTROL JOINTS OCCUR IN THE BUILDING STRUCTURE. C. LOCATE CONTROL JOINTS TO FORM RECTANGULAR OR SQUARE SECTIONS, IN "L ", "U ", "T ". OR OTHER IRREGULARLY SHAPED AREAS. 6. FINISHING: AS INDICATED ON FINISH SPECIFICATIONS LEVELS OF FINISH: 1. LEVEL 5: PROVIDE AT THE FOLLOWING LOCATIONS: A. SURFACES PERPENDICULAR AND ADJACENT TO OR NEAR (WITHIN 24 INCHES OF) EXTERIOR WINDOWS, AND SURFACES MOUNTED LIGHT FIXTURES. B. SURFACES TO RECEIVE DEEP TONE COLORS. C. CURVED SURFACES. 2. LEVEL 4: PROVIDE UNLESS INDICATED OR SPECIFIED OTHERWISE. 3. LEVEL 3: PROVIDE AT THE FOLLOWING LOCATIONS: A. SURFACES TO RECEIVE FABRIC WALL COVERING. B. SURFACES TO RECEIVE TEXTURED FINISHES. 4. LEVEL 2: PROVIDE AT THE FOLLOWING LOCATIONS: A. STORAGE ROOMS. B. MECHANICAL ROOMS. C. JANITORS CLOSET. D. SURFACES TO RECEIVE TILE OR OTHER THICK FINISH MATERIALS APPLIED TO GYPSUM BOARD SURFACES. 5. LEVEL 1: PROVIDE AT THE FOLLOWING LOCATIONS: A. SURFACES OF FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISH WORK ( "FIRE TAPING "). B. SURFACES OF ACOUSTICAL ASSEMBLIESNCONCEALED FORM VIEW IN THE FINISHED WORK 6. LEVEL 0: PROVIDE AT THE FOLLOWING LOCATIONS: A. SURFACES OF NON -FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED WORK, INCLUDING SURFACES TO BE COVERED BY CASEWORK, WOOD PANELING. REMARKS: 1. LEVEL 4 AND 5 FINISHES: RETURN TO THE SITE AFTER PRIMER IS APPLIED, AND TOUCH -UP SURFACE DEFECTS. 2. PROPRIETARY SKIM COAT MATERIALS MAY BE USED IN LIEU OF JOINTS COMPOUND AS SKIM COAT AT LEVEL 5 SURFACES. A PEI D FC ?LIA EVE 2008 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. Ui z w z w z J 0 o 00 0 o rn < L fl rn uim w w m � w m rn o fN tel O • m m E V (V C o cr rn� N DATE: Ukwila DIIIISON CEIVED G212 MIT GENTS 9514 oo To" > 4! ! oo coo V 41 vis O W Ep • y = auov N N ce . 2 vl z 0 08.14.08 SHEET: NTS do m r.1 CO a g g 0 0 CNI CO ON V o co tr. SCALE: DRAWN BY: DAski �1DV� AO 0 3 PROJECT No.: TMBO801 4 of 3ci 095300 ACOUSTIC PANEL CEILINGS A. SUBMITTALS: 1. SUBMIT PRODUCT LITERATURE FOR EACH ACOUSTICAL CEILING TILE AND SUSPENSION SYSTEM PROPOSED. B. C. QUALITY ASSURANCE: 1. CODES: CONFORM TO THE REQUIREMENTS OF IBC, SEISMIC ZONE AS INDICATED ON THE DRAWINGS, CISCA, AND THE REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. PRODUCTS: 1. ACOUSTICAL PANELS: AS INDICATED ON THE DRAWINGS. 2. SUSPENSION SYSTEM: EXPOSED T SYSTEM: ASTM C635, HEAVY DUTY CLASSIFICATION; DIRECT HUNG; EXPOSED "T" DESIGN; FACTORY BAKED -ON FINISH TO MATCH ACOUSTICAL PANELS. FURNISH STABILIZER BATS, SPLICES, EDGE AND WALL MOLDINGS, AND OTHER ITEMS AS NECESSARY TO COMPLETE SUSPENDED CEILING GRID SYSTEM. D. INSTALLATION: 1. INSTALL AFTER MAJOR ABOVE- CEILING WORK IS COMPLETE. 2. INSTALL SYSTEM IN ACCORDANCE WITH ASTM, C636, IBC 1621.2.5 AND CISCA, THE MANUFACTURER'S INSTRUCTIONS, AS SUPPLEMENTED IN THIS SECTION. 3. INSTALL GRID TO PRODUCE FINISHED CEILING TRUE TO LINES AND LEVELS INDICATED, WITHIN THE SPECIFIED TOLERANCES. 4. INSTALL SUSPENSION SYSTEMS IN A MANNER TO SUPPORT ALL SUPER - IMPOSED LOADS, WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/270 OF SPAN. AT LOCATIONS WHERE PARTITIONS EXTEND TO CEILING, ONLY INSTALL SUPPLEMENTARY DIAGONAL BRACING TO STRUCTURE AT MAXIMUM 8 " -O" O.C. ALONG LENGTH OF PARTITION, AND ABOVE EACH DOOR HINGE AND STRIKE JAMB. 5. CENTER SYSTEM INDEPENDENT OF WALLS, COLUMNS, DUCTS, PIPES AND CONDUIT. WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGERS, PROVIDE SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE SUSPENSION SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED CARRYING CHANNELS AS REQUIRED TO SPAN THE REQUIRED DISTANCE. 6. CENTER SYSTEM ON ROOM AXIS ACCORDING TO REFLECTED CEILING PLANS. 7. ANCHORAGE: A. PROVIDE ALL ANCHORS REQUIRED FOR THE INSTALLATION OF THE CEILING SYSTEM. B. DO NOT FASTEN TO THE UPPER FLUTES OF METAL DECKING. DO NOT USE FASTENERS IN STEEL DECK WHICH PENETRATE MORE THAN 1 INCH. C. VERIFY LOCATION OF ALL CONDUIT IN POURED CONCRETE CONSTRUCTION BEFORE MAKING ATTACHMENTS. 8. INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING LONGEST PRACTICAL LENGTHS. MITER CORNERS PROVIDE EDGE MOLDINGS AT JUNCTIONS WITH OTHER INTERRUPTIONS. FABRICATE EDGE MOLDINGS TO FIT THE SURFACES ENCOUNTERED. 9. FORM EXPANSION JOINTS AS DETAILED. MAINTAIN VISUAL CLOSURE. 10. FIT ACOUSTIC LAY -IN PANELS IN PLACE, FREE FROM DAMAGE EDGES OR OTHER DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. SCRIBE AND MILL RECESSED TEGULAR EDGE INTO PARTIAL BORDER UNITS SUPPORTED AT EDGE BY WALL MOLDING. 11. ADJUST SAGS OR TWISTS WHICH DEVELOP IN THE CEILING SYSTEMS AND REPLACE PARTS WHICH ARE DAMAGED OR DEFECTIVE. 12. INSTALL HOLD -DOWN CLIPS TO RETAIN PANELS TIGHT TO GRID SYSTEMS WITHIN 20 FT OF AN EXTERIOR DOOR. 13. TOLERANCES: A. VARIATION FROM FLAT AND LEVEL SURFACES: 1/8 INCH IN 12 FT. B. VARIATION FROM PLUMB OF GRID MEMBERS CAUSED BY ECCENTRIC LOADS: TWO DEGREES MAXIMUM 096500 RESILIENT FLOORING A. SUMMARY: 1. RESILIENT SHEET RUBBER FLOORING. 2. RESILIENT BASE. B. SUBMITTALS: 1. SUBMIT PRODUCT LITERATURE FOR EACH PRODUCT PROPOSED, INCLUDING BASE, RESILIENT FLOORING, TRANSITION STRIP, AND ADHESIVES. 2. SUBMITTALS: SUBMIT SAMPLES OF EACH TYPE OF RESILIENT FLOORING, AND EACH OF RUBBER BASE FOR COLOR SELECTION BY THE INTERIOR DESIGNER. C. MATERIALS: 1. RESILIENT SHEET FLOORING: AS INDICATED ON THE DRAWINGS. 2. RUBBER BASE: A. RESILIENT BASE: ASTM F1861, TYPE TPR THERMPLASTIC RUBBER, 1/8 INCH THICK: ROLL STOK; COVED AND STRAIGHT BASE AS SPECIFIED; 4 INCH HEIGHT, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3. ACCESSORIES: A. SUBFLOOR FILLER: PORTLAND CEMENT BASED LATEX FILLER, MIXED WITH WATER TO PRODUCE A SELF LEVELING UNDERLAYMENT, OR CEMENTITOUS PASTE, AS APPROPRIATE TO PROJECT REQUIREMENTS. B. ADHESIVES: TYPES RECOMMENDED BY RESILIENT FLOORING AND BASE MANUFACTURER'S FOR SPECIFIC APPLICATION. C. TRANSITION STRIPS: VINYL; PRODUCTS AS INDICATED; COLOR AS SELECTED BY THE ARCHITECT FROM MANUFACTURER'S STANDARDS. D. ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF RESILIENT FLOORING, SHALL BE ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO WHICH IT IS APPLIED AND SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. D. GENERAL RESILIENT FLOORING INSTALLATION REQUIREMENTS: 1. INSTALL SUBFLOOR FILLER TO FILL LOW SPOTS, CRACKS, CONSTRUCTION JOINTS, HOLES AND OTHER DEFECTS, AND AS REQUIRED TO ADJUST LEVEL TO MEET ADJACENT FINISHES. FEATHER TO MAXIMUM SLOPE OF 1/8 INCH IN 3 FEET; FLOAT TO SMOOTH, FLAT, HARD SURFACE. PROHIBIT TRAFFIC OVER FILLER. 2. INSTALL ALL RESILIENT FLOORING WHERE SCHEDULED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3. UNLESS INDICATED OTHERWISE, INSTALL RESILIENT FLOORING WITH JOINTS AND SEAMS AS INDICATED ON THE DRAWINGS. 4. TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR AT DOOR OPENING WHERE ADJACENT FLOOR FINISH IS DISSIMILAR, AND WHERE NO THRESHOLD IS INDICATED. 5. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING TERMINATES. 6. SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. 7. CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET. 8. SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION. 9. SEAL JOINT BETWEEN FLOORING AND ADJACENT MATERIAL AT RESTROOMS, BATHROOMS, KITCHENS, AND OTHER MOIST AREAS WITH CLEAR SILICONE SEALANT. E. SPECIAL REQUIREMENTS FOR SHEET FLOORING: 1. INSTALL SHEET FLOORING TO A MINIMUM 1/3 FULL MATERIAL WIDTH, WITH LENGTH OF SHEET PARALLEL TO LENGTH OF ROOM. WHERE CUTTING IS REQUIRED, DOUBLE CUT AND WELD AS SPECIFIED. TRIM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. SEAMS IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. 3. UNLESS INDICATED OTHERWISE, LAY FLOORING WITH SEAMS PARALLEL TO BUILDING LINES TO PRODUCE MINIMUM NUMBER OF SEAMS. F. SPECIAL FLASHED COVED BASE REQUIREMENTS: 1. PROVIDE COVE FILLET AT INTERSECTION OF FLOOR AND WALL TO EASE TRANSITION. 2. MITER CUT, FIT, AND HEAT WELD ALL SEAMS, JOINTS, PENETRATIONS, AND TRANSITIONS. EXTEND FLOORING TO ELEVATION ABOVE FINISHED FLOOR LEVEL AS INDICATED. 3. CUT TOP EXPOSED EDGE STRAIGHT AND LEVEL. 4. CAP TOP EDGE WITH CAP TRIM. MITER ALL TRIM CORNER JOINTS. INSTALL TRIM IN MAXIMUM PRACTICAL LENGTHS WITH NO PIECE SHORTER THAT 18 INCHES FOR CONTINUOUS RUNS LONGER THAN 18 INCHES. G. RUBBER BASE INSTALLATION: 1. ADHESIVELY INSTALL RESILIENT BASE TIGHTLY TO WALL AND FLOOR SURFACES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. FIT JOINTS TIGHT, VERTICAL AND IN ACCURATE ALIGNMENT. INSTALL BASE IN MAXIMUM LENGTHS, WITH MINIMUM NUMBER OF JOINTS IN EACH RUN. NO SECTION MAY BE SHORTER THAT 48 INCHES, EXCEPT AS REQUIRED BY WALL CONDITIONS. 3. INSTALL BASE TO WALLS, COLUMNS, AND CASEWORK TOE KICKS IN ALL AREAS WHERE RESILIENT BASE IS SCHEDULED. 4. MITER OR COPE INSIDE CORNERS FOR ACCURATE FIT. SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. 5. OUTSIDE CORNERS: A. SCORE BACK OF BASE MATERIALS WITH GROOVING TOOL AND ACCURATELY ALIGN TO CORNER. B. FIRMLY ADHERE TO WALL AT BOTH SIDES OF CORNERS, WITH NO VISIBLE GAPS, AT TOP OF BASE. C. STRETCH TOE OF COVED BASE FOR SMOOTH TRANSITION AROUND CORNER, WITH TOE IN UNIFORM CONTACT WITH THE FINISH FLOORING. 6. REMOVE EXCESS ADHESIVE FROM SURFACES WITHOUT DAMAGE. H. CLEANING: 1. REMOVE EXCESS ADHESIVE FROM FLOOR, BASE, AND WALL SURFACES WITHOUT DAMAGE. 2. CLEAN BASE • AND FLOOR IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION. 096813 CARPETING A. QUALITY ASSURANCE: CARPET INSTALLER SHALL HAVE MINIMUM OF 3 YEARS EXPERIENCE IN CARPET INSTALLATIONS OF SIMILAR SIZE AND SCOPE. B. WARRANTY: FURNISH MANUFACTURER'S STANDARD 5 -YEAR WARRANTY AGAINST WEAR AND DETERIORATION. C. MATERIALS: 1. CARPET: AS SCHEDULED ON THE DRAWINGS. 2. PAD: AS SCHEDULED ON THE DRAWINGS 3. WALK -OFF MAT: AS SCHEDULED ON THE DRAWINGS. 4. ACCESSORIES: A. CARPET GRIPPERS: ROBERTS ARCHITECTURAL "22- 333 ", OR APPROVED. B. PAD TAPE: NON -PAPER TAPE RECOMMENDED BY PAD MANUFACTURER. C. EDGE STRIPS: VINYL REDUCER STRIPS; SIZE AND CONFIGURATION AS APPROPRIATE FOR CONDITIONS; COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD LINE. D. ADHESIVES: TYPE AS RECOMMENDED BY CARPET /MAT MANUFACTURER FOR INTENDED USE. USE WATERPROOF ADHESIVE AT WALK -OFF MAT. E. LATEX UNDERLAYMENT: WHITE PREMIX LATEX FILLER. F. BACKING: AS INDICATED ON THE DRAWINGS. D. PREPARATION: 1. CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT PLASTER, AND OTHER SUBSTANCES WHICH WOULD BE DETRIMENTAL TO THE PROPER PERFORMANCE OF ADHESIVE AND CARPET. 2. FILL LOW SPOTS AND CRACKS OVER 1/8 INCH IN WIDTH WITH LATEX UNDERLAYMENT. E. INSTALLATION: 1. INSTALL CARPET IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. VERIFY MATCHING OF CARPET PRIOR TO CUTTING AND ENSURE THAT THERE IS NO VISIBLE VARIATION BETWEEN DYE LOTS. 3. CUT CARPET, WHERE REQUIRED IN A MANNER TO ALLOW PROPER SEAM AND PATTERN MATCH. ENSURE CUTS ARE STRAIGHT AND TRUE AND UNFRAYED. 4. MAKE SEAMS STRAIGHT AND UNIFORM. 5. SEAMING SHALL BE BY HAND SEWING OR WITH HOT MELT TAPE METHODS. 6. DO NOT CHANGE RUN OF PILE, IN ANY ONE ROOM. 7. ENSURE MONOLITHIC COLOR, PATTERN, AND TEXTURE MATCH WITHIN EACH DISTINCT ROOM. 8. INSTALL EDGING STRIPS WHERE CARPET TERMINATES AT OTHER FLOOR COVERINGS. USE FULL LENGTH PIECES ONLY. BUTT TIGHT TO VERTICAL SURFACES. WHERE SPLICING CANNOT BE AVOIDED, BUTT ENDS TIGHT, FLUSH, AND ACCURATELY ALIGNED. F. REMNANTS: UPON COMPLETION OF THE INSTALLATION, CONTACT THE ARCHITECT FOR SELECTION OF CARPET REMAINING AFTER TRIMMING. CAREFULLY WRAP AND MARK SEPARATELY THE SELECTED REMNANTS. REMOVE AND DISPOSE OF REMAINDER AT A LEGAL OFF -SITE LOCATION. G. CLEANUP: 1. THE PREMISES SHALL BE KEPT FREE FROM UNNECESSARY ACCUMULATION OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS DURING THE PROGRESS OF THE WORK. 2. REMOVE THREADS WITH SHARP SCISSORS. REMOVE SPOTS WITH MANUFACTURER'S RECOMMENDED SPOT REMOVER. 3. THOROUGHLY POWER VACUUM ENTIRE SURFACE USING EQUIPMENT WITH MOTOR DRIVES BRUSHES. 097733 REINFORCED PLASTIC PANEL WALL COVERINGS A. SUMMARY: FIBERGLASS REINFORCED POLYESTER PANEL (FRP) WALL COVERING. B. SUBMITTALS: PRODUCT DATA, INCLUDING ADHESIVES AND SEALANTS. C. PANEL SYSTEM COMPONENTS: 1. PANEL MATERIALS: A. MARLITE (DOVER, OH 330 - 343 = 6621). B. PANEL TYPE: AS SCHEDULED IN THE FINISH LEGEND. C. THICKNESS: 3/32 INCH. D. SIZE: 48 INCHES X LENGTH REQUIRED FOR CONDITIONS INDICATED. E. FIRE RATING: MAXIMUM 25/450 FLAME SPREAD /SMOKE DEVELOPED IN ACCORDANCE WITH ASTM E84. 2. MOLDINGS: MANUFACTURER'S STANDARD PVC CAP, CORNER, AND DIVISION MOLDINGS; COLOR TO MATCH PANELS. OMIT BOTTOM TRIM WHERE PANEL ABUTTS FLASH COVED BASE. 3. PANEL AND MOLDING INSTALLATION ADHESIVE: AS RECOMMENDED BY THE FRP PANEL MANUFACTURER. 4. SEALANT: FLEXIBLE WATERPROOF SILICONE SEALANT FOR BEDDING PANEL EDGES; WHITE COLOR. D. INSTALLATION: 1. CUTTING AND FITTING A. CUT PANEL ACCURATELY TO SIZE WITH PROPER ALLOWANCE FOR EXPANSION AND MOLDINGS. B. SAND OR FILE ALL EDGES SMOOTH WITHOUT CHIPPING. C. CUT OPENINGS FOR PENETRATIONS IN ACCURATE LOCATION WITH APPROXIMATE 1/8 INCH CLEARANCE AROUND PENETRATIONS. 2. ESTABLISH CENTERLINE OF EACH DISTINCT FLAT AREA TO BE COVERED, TRIM DIVISION MOLDINGS TO MATE WITH BASE MOLDINGS; INSTALL IN SOLID BED OF ADHESIVE, EITHER ON CENTERLINE, OR OFFSET 24 INCHES FROM CENTER, AS NECESSARY TO MAXIMUM PANEL WIDTHS AT CORNERS. MOLDING SHALL BE INSTALLED TO FIT TO ADJACENT MOLDINGS. 3. CUT TOP AND DIVISION OR CORNER MOLDINGS TO SHAPE, WITH EDGES TRIMMED TO FIT TO ADJACENT MOLDINGS. 4. APPLY SEALANT INTO INSTALLED MOLDINGS IN SEQUENCE WITH PANEL INSTALLATION. 5. APPLY ADHESIVE TO BACKS OF PANELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. MAINTAIN LINES AND LEVELS OF PANEL EDGES AND MOLDINGS. 7. INSTALL PANELS TIGHT TO FLASH -COVED BASE TRIM. 8. ALLOW 1/8 -INCH GAP BETWEEN TOP CAP, CORNER, OR DIVISION POSTS, AND PANEL EDGE, ALL EDGES SHALL BE FIRMLY BEDDED TO THE MOLDINGS IN SEALANT. 9. PROMPTLY REMOVE SEALANT SQUEEZE OUT WITH A DAMP CLOTH, AS WORK PROGRESSES, REMOVE ADHESIVE WITH APPROPRIATE SOLVENT. 10. INSTALL SEALANT BEHIND FLANGES AND AT PENETRATIONS THROUGH PANELING, AND BETWEEN TOP CAP OF PANEL AND SUBSTRATE. 11. CLEANING: REMOVE EXCESS ADHESIVE FROM FACE OF LAMINATE USING SOLVENT RECOMMENDED BY MANUFACTURER. 098100 ACOUSTIC INSULATION A. SUMMARY: ACOUSTIC INSULATION AND SEALANTS. B. MATERIALS: 1. MANUFACTURERS: JOHNS MANVILLE "SOUND CONTROL BATTS ", CERTAINTEED "GREENGUARD CERTIFIED ". OWENS CORNING "SOUND CONTROL BATTS ". 2. ACOUSTIC INSULATION: ASTM C665, TYPE 1; UNFACED GLASS 3. FIBER BATTS, BLANKETS OR ROLLS; MINIMUM FIRE HAZARD CLASSIFICATION RATING OF 25/50 PER ASTM E84; MINIMUM 3 INCH THICK, UNLESS REQUIRED OTHERWISE TO MEET THE STC REQUIREMENTS INDICATED OR SPECIFIED; WIDTH TO FRICTION -FIT BETWEEN STUDS, WHERE INDICATED FOR INSTALLATION IN STUD WALLS. 4. ACOUSTICAL SEALANT: NON- HARDENING, NON- SKINNY, FOR USE IN CONJUNCTION WITH GYPSUM BOARD; SIMILAR TO USG "ACOUSTICAL SEALANT." 5. ACCESSORIES: FURNISH OTHER ACCESSORIES SUCH AS FASTENERS AND RETAINERS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE INSTALLATION. C. INSULATION: 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND AS INDICATED. 2. TRIM INSULATION NEATLY TO FIT SPACES. INSTALL WITHOUT GAPS OR VOIDS. D. SEAL PENETRATIONS THROUGH ACOUSTICAL ASSEMBLIES, EXCEPT FOR PENETRATIONS IN FIRE RATED CONSTRUCTION TO RECEIVE FIRESTOPPING. 099000 PAINTING AND COATING A. SUMMARY: SITE APPLIED PAINT COATING; EXCEPT OTHERWISE NOTED. B. QUALITY ASSURANCE: 1. APPLICATOR: COMPANY SPECIALIZING IN COMMERCIAL PAINTING AND FINISHING WITH A MINIMUM OF THREE YEARS DOCUMENTED EXPERIENCE. 2. VISUAL STANDARDS: EACH DISTINCT AREA OF THE FINISHED WORK SHALL BE FREE OF VARIATION IN COLOR AND SHEEN, ORANGE PEEL, RUNS, SAGS, BLISTERING, C CHECKING, CRACKING, SCRATCHES, DUST, DIRT, BUGS, AND OTHER CONTAMINANTS. C. SITE CONDITIONS: 1. WEATHER CONDITIONS: A. DO NO EXTERIOR WORK ON UNPROTECTED SURFACES WHEN RAINING, OR OTHER MOISTURE IS PRESENT OR EXPECTED, OR BEFORE APPLIED PAINTS CAN DRY OR ATTAIN PROPER CURE. B. ALLOW WETTED SURFACES TO DRY AND ATTAIN TEMPERATURES AND CONDITION SPECIFIED HEREINAFTER BEFORE PROCEEDING WITH PREVIOUSLY STARTED WORK. GENERAL SPECIFICATIONS D. 2. TEMPERATURE: A. DO NO PAINTING WORK WHEN SURFACE AND AIR TEMPERATURES ARE BELOW 40 DEGREES F OR BELOW THOSE TEMPERATURES RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL TYPE USED. B. MINIMUM TEMPERATURES FOR LATEX FINISHES: 45 DEGREES F FOR INTERIOR WORK AND 50 DEGREES. F. FOR EXTERIOR WORK, UNLESS APPROVED OTHERWISE. 3. LIGHTING: MAINTAIN A LIGHTING LEVEL OF MINIMUM 50 FOOT- CANDLES ON THE SURFACE TO BE PAINTED OR FINISHED. 4. VENTILATION: PROVIDE ADEQUATE CONTINUOUS VENTILATION. MAINTENANCE: 1. FURNISH OVERAGE OF PAINT MATERIALS EQUAL TO 10 PERCENT MINIMUM OF QUANTITY OF EACH PAINT AND TRANSPARENT FINISH SYSTEM COMPONENT, COLOR AND SHEEN REQUIRED FOR THE WORK, BUT FURNISH NOT MORE THAN FIVE FULL ONE GALLON CANS, NOR LESS THAN TWO FULL ONE QUART CANS, OF EACH TYPE. OVERRUNS IN EXCESS OF FIVE GALLONS MAY BE FURNISHED TO THE OWNER AT THE CONTRACTOR'S OPTION. OVERAGE SHALL BE TAKEN FROM THE BATCH MIX FURNISHED FOR THE WORK. OVERAGE SHALL BE FURNISHED IN COMPLETELY FILLED, PROPERLY LABELED, SEALED CANS. E. MATERIALS: 1. GENERAL REQUIREMENTS: PAINTS NOT SPECIFICALLY LISTED SHALL BE "FIRST QUALITY" COMMERCIAL PRODUCTS FROM ONE OF THE FOLLOWING: A. BENJAMIN MOORE PAINT COMPANY B. PITTSBURG PAINTS (AVAILABLE NATIONALLY) C. PRATTS & LAMBERT (AVAILABLE NATIONALLY) D. THE SHERWIN - WILLIAMS COMPANY E. ICI PAINTS NORTH AMERICAN 2. ACRYLIC WALL SIZE: ONE OF THE FOLLOWING: A. ICI DEVOE "WONDERPRIME" DR51701 VAPOR BARRIER PRIMER /SEALER B. ICI DULUX "ULTRA- HIDE" 1060 VAPOR BARRIER PRIMER /SEALER/ C. SHERWIN - WILLIAMS "HARMONY PRIMER 0 VOC" B11W900. D. BENJAMIN MOORE PAINT COMPANY "MOORE'S WALL GRIP 203" E. PARKER PAINT MFG. CO, INC. "PERM GARD" INTERIOR LATEX VAPOR BARRIER. F. ZINSSER CO, INC. (SOMERSET NJ; (732- 469 -8100) "SHIELDZ UNIVERSAL PRE -WALL COVERING PRIMER ", ACRYLIC PRIME /SEALER. F. SURFACE PREPARATION: 1. PREPARE SURFACES BY REMOVING ALL DIRT, DUST, GREASE, OIL, MOISTURE, AND OTHER CONTAMINANTS WHICH WILL IMPAIR THE PROPER ADHESION OF THE FINISH. 2. FERROUS METAL SHOP PRIMED UNDER OTHER SECTIONS: CLEAN PREVIOUSLY PRIMED SURFACES WITH NON- PETROLEUM BASED SOLVENT TO REMOVE OIL AND GREASE. REMOVE LOOSE RUST, BLISTERED AND PEELING PAINT TO BARE METAL BY SCRAPING, SANDING, AND WIRE BRUSHING IN ACCORDANCE WITH SSPC -SP2 AND SSPC -SP3. IMMEDIATELY APPLY TOUCH -UP PRIME DAMAGED OR ABRADED SURFACES. LIGHTLY SAND ALL SHOP PRIME PAINTED SURFACES TO RECEIVE PAINT FINISH. 3. GALVANIZED FERROUS METAL: CLEAN WITH NON- PETROLEUM BASED IN ACCORDANCE WITH SSPC -SP1; ABRADE SURFACE WITH 3M "SCOTCHBRITE HEAVY DUTY" (BROWN) PADS, AS NECESSARY TO ACHIEVE SUFFICIENT PROFILE FOR PAINT ADHESION. 4. UNPRIMED FERROUS METAL: A. SOLVENT CLEAN IN ACCORDANCE WITH SSPC SP -1. B. COMMERCIAL BLAST PER SSPC SP6. 5. WOOD - OPAQUE PAINT FINISH: A. SPOT COAT KNOTS, PITCH STREAKS, AND SAPPY SECTIONS WITH SEALER. B. FILL ALL NAIL HOLES AND CRACKS. SAND FILLERS SMOOTH AND LEVEL WITH WOOD SURFACE. 6. WOOD - TRANSPARENT FINISH: FILL ALL EXPOSED FINISH NAIL HOLES AND CRACKS WITH MATCHING COLOR FILLER AFTER PRIME COAT IS APPLIED. SAND FILLER SMOOTH AND LEVEL WITH ADJACENT SURFACES. 7. CONCRETE AND CONCRETE MASONRY UNITS: REMOVE ALL CONTAMINANTS BY WASHING AND WIRE BRUSHING. SANDBLAST IF NECESSARY. 8. GYPSUM PLASTER AND WALLBOARD: REMOVE ALL LIGHT DUST AND DIRT. 9. EXISTING FINISHED SURFACES TO BE REPAINTED: A. REMOVE LOOSE, BLISTERED, SCALED, OR CRAZED FINISHES TO BARE SUBSTRATE; FEATHER NEW WORK INTO EXISTING WORK. PREPARE SURFACES TO THE NEAREST BREAK LINE IF NECESSARY TO BLEND NEW FINISHES BEFORE REFINISHING. B. WASH AND RINSE SURFACE WITH TRISODIUM PHOSPHATE AND WATER OR OTHER SOLUTION REQUIRED TO REMOVE REMAINING FILM, WAX, OIL, GREASE, SMOKE OR FOREIGN MATTER WHICH WILL IMPAIR BOND, OR CAUSE BLEED THROUGH, OF NEWLY APPLIED FINISHES. C. LIGHTLY SAND, OR APPLY A LIQUID DEGLOSSER ON EXISTING SEMI -GLOSS AND HIGH -GLOSS FINISHES BEFORE REFINISHING. G. SPECIAL APPLICATION REQUIREMENTS: 1. UNLESS SPECIFIED OR INDICATED OTHERWISE, FOLLOW PAINT MANUFACTURER'S LABEL DIRECTIONS FOR GENERAL APPLICATION PROCEDURES AND COVERAGE RATES. 2. DO NOT APPLY FINISHES ON SURFACES THAT ARE NOT SUFFICIENTLY DRY. MAKE SURE EACH COAT OF FINISH IS DRY AND HARD BEFORE A FOLLOWING COAT IS APPLIED UNLESS MANUFACTURER'S DIRECTION STATE OTHERWISE. 3. TINT FILLER TO MATCH STAIN WHEN CLEAR FINISHES ARE SPECIFIED; WORK FILLER WELL INTO GRAIN AND, BEFORE IT HAS SET, WORKING PERPENDICULAR TO THE GRAIN, WIPE THE EXCESS FROM THE SURFACE. 4. OPAQUE FINISHES: A. APPLY NUMBER OF COATS SCHEDULED FOR EACH APPLICATION, EXCEPT THAT ADDITIONAL FINISH COATS SHALL BE APPLIED AS NECESSARY FOR COMPLETE HIDING OF SUBSTRATE COLORS. B. APPLY PRIMER COATS UN- TINTED. WHERE MORE THAT ONE COAT OF PAINT IS REQUIRED, TINT EACH SUCCEEDING COAT UP TO THE FINAL COAT SIMILAR TO TINT, BUT SLIGHTLY LIGHTER IN VALUE (SHADE). C. SAND LIGHTLY BETWEEN COATS IF NECESSARY TO ACHIEVE REQUIRED FINISH, SAND BETWEEN ALL COATS APPLIED TO WOOD SUBSTRATES. 5. ROLLERS FOR APPLICATION AND BACKROLLING OF LATEX PAINTS SHALL HAVE A NAP OF 3/8 INCH OR LESS. 6. WHERE ROLLER TEXTURE IS SCHEDULED FOR APPLICATION TO GYPSUM BOARD SURFACES, FINISH COATS MAY BE ROLLER- APPLIED, OR SPRAY APPLIED AND BACKROLLED AT CONTRACTOR'S OPTION. 7. FACTORY PRIMED SURFACES: APPLY SCHEDULED FINISH SYSTEM, LESS PRIMER COAT, EXCEPT AS NECESSARY FOR PATCHING DAMAGE TO FACTORY PRIME COATING. 8. EXCEPT WHERE SCHEDULED OR INDICATED OTHERWISE, THE INTENT IS TO PAINT ALL NEW ROOMS AND AREAS. EXISTING AREAS WHICH HAVE NOT BEEN REMODELED OR PATCHED THE ENTIRE ROOM IS TO BE REPAINTED. WHERE EXISTING SURFACES HAVE BEEN REMODELED OR PATCHED THE ENTIRE ROOM IS TO BE REPAINTED, INCLUDING THE ASSOCIATED ACCESS PANELS, ELECTRICAL PANELS, HOLLOW METAL DOORS AND FRAMES (BOTH SIDES), AND SIMILAR ELEMENTS WITHIN THE ROOM. H. INTERIOR SYSTEMS: 1. GYPSUM BOARD - LATEX SYSTEM: A. SYSTEM: THREE COATS - FIRST COAT LATEX PRIMER SEALER (UNTINTED), SECOND AND THIRD COAT LATEX PAINT. B. SHEEN: ROLLER TEXTURE, SATIN SHEEN, EXCEPT PROVIDE FLAT SHEEN AT LIGHT COVES, CEILING, SKYLIGHT AREAS, CLERESTORY AREAS, INTERIOR FASCIAS, AND OTHER LIGHT SENSITIVE SURFACES. VERIFY LOCATIONS OF EACH SHEEN WITH ARCHITECT BEFORE PROCEEDING WITH WORK. C. APPLICATION: 1) USE ON ALL EXPOSED GYPSUM BOARD SURFACE, INCLUDING THE EXPOSED PORTIONS OF WALL SURFACES BETWEEN ADJACENT WALL - MOUNTED FIXTURES. 2) PROVIDE PRIME COAT ONLY BEHIND PERMANENTLY MOUNTED MECHANICALLY WALL MOUNTED FIXTURES. 3) DO NOT APPLY PRIMER OR PAINT COATINGS TO SURFACE TO RECEIVE ADHESIVELY MOUNTED MIRRORS OR TILE. 2. GYPSUM BOARD - SURFACES TO RECEIVE WALL COVERING: APPLY ONE COAT OF ACRYLIC WALL SIZE. COLOR SCHEDULE: PROVIDE PAINT COLORS TO MATCH THOSE INDICATED ON THE DRAWINGS. WHERE A PAINT COLOR IS LISTED FROM A SPECIFIC MANUFACTURER, PAINT PRODUCTS FROM OTHER APPROVED MANUFACTURERS MAY BE USED, PROVIDED THE COLOR EXACTLY MATCHES THE SPECIFIED COLOR AND THE PAINT SYSTEM MEETS THE SPECIFIED REQUIREMENTS. WHERE NO PAINT COLOR IS INDICATED, PROVIDE COLOR AND SHEEN AS SELECTED BY THE ARCHITECT. 099733 CONCRETE SEALER A. SUMMARY: SEALING OF INTERIOR CONCRETE FLOOR SURFACES INDICATED TO REMAIN EXPOSED ON THE DRAWINGS. B. SUBMITTAL: PRODUCT LITERATURE INCLUDING MSDS SHEET INDICATING VOC CONTENT. C, SEALER: 1. THE EUCLID CHEMICAL COMPANY (CLEVELAND OH; 800 - 321 -7628) "SUPER AQUA -CURE VOX', HIGH SOLIDS WATER -BASED ACRYLIC SEALER; MAXIMUM VOC CONTENT 250 G /L. D. PREPARATION: 1. CLEAN SURFACES TO RECEIVE SEALER, USING MANUFACTURER'S RECOMMENDED CLEANING METHODS OR COMPOUNDS, AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. A. AT A MINIMUM, SCRUB ENTIRE AREA WITH 3M -TYPE NYLON BUFF PAD MOUNTED ON HAND -HELD FLOOR POLISHER. VACUUM LOOSE MATERIALS. 2. MASK OR OTHERWISE PROTECT ADJACENT SURFACES. E. APPLICATION: 1. APPLY 2 COATS OF CONCRETE FLOOR SEALER TO INTERIOR CONCRETE FLOOR SURFACES AS SCHEDULED. 2. ROLLER OR SPRAY APPLY SEALER IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. DIVISION 10 - SPECIALTIES 101402 TOILET ROOM SIGNAGE A. SUMMARY: 1. CODE- REQUIRED INTERIOR SIGNAGE. 2. INSTALLATION OF SIGNAGE. B. SYSTEM DESCRIPTION: 1. ACCESSIBILITY SIGNAGE: PROVIDE ACRYLIC PLASTIC REVERSE SILK SCREENED SIGNS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY, RAISED LETTERS, AND BRAILLE, AT ACCESSIBLE TOILET FACILITIES; ONE FOR EACH SEX OR ONE UNISEX. C. QUALITY ASSURANCE: 1. REGULATORY REQUIREMENTS: SIGNAGE SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. D. MATERIALS: 1. PLASTIC SHEET: 1/8 INCH THICK ACRYLIC SHEET; LOW GLOSS FINISH. 2. DOUBLE STICK TAPE: 3M "SCOTCH BRAND #665" DOUBLE- STICK, DOUBLE - COATED TAPE, 1/4" WIDE. 102813 TOILET ACCESSORIES A. PROVIDE THE FOLLOWING ACCESSORIES AS MANUFACTURED BY BOBRICK WASHROOM EQUIPMENT COMPANY, UNLESS APPROVED OTHERWISE. B. ACCESSORIES: 1. AS INDICATED ON TOILET ROOM DRAWINGS C. PREPARATION: 1. DELIVER INSERTS AND ROUGH -IN FRAMES TO JOBSITE AT APPROPRIATE TIME FOR BUILDING -IN. COORDINATE INSTALLATION. 2. FURNISH TEMPLATES AND ROUGH -IN MEASUREMENTS AS REQUIRED. 3. PROTECT ADJACENT OR ADJOINING FINISHED SURFACES FROM DAMAGE DURING INSTALLATION OF WORK OF THIS SECTION. 4. COORDINATE INSTALLATION OF BLOCKING AND BACKING AS NECESSARY TO SUPPORT WALL MOUNTED ITEMS. D. INSTALLATION: 1. INSTALL FIXTURES, ACCESSORIES AND ITEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION, AND AS INDICATED ON THE DRAWINGS. 2. INSTALL TRUE, PLUMB, AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE. 3, MOUNT ACCESSORIES IN LOCATIONS AND ELEVATIONS AS INDICATED ON THE DRAWINGS. WHERE ELEVATION IS NOT INDICATED, MOUNT AT THE MINIMUM ELEVATION RECOMMENDED BY THE MANUFACTURER. 104416 FIRE EXTINGUISHERS AND CABINETS A. SUBMITTALS: PRODUCT LITERATURE, INCLUDING EXTINGUISHER DIMENSIONS. B. EXTINGUISHERS: MULTI - PURPOSED DRY CHEMICAL TYPE: HEAVY DUTY DOT STEEL TANK; UL RATING 2A -10B; C, 5 IB CAPACITY, FM APPROVED, RED ENAMEL FINISH; PRESSURE GAUGE; METAL VALVES AND SIPHON TUBES. C. FIRE EXTINGUISHER CABINETS: 1. TYPE (ONE OF THE FOLLOWING): POTTER - ROEMER, INC #7023- DV -VB -RR OR #7023- DV- VB -FRC AT RATED CONSTRUCTIONS, LARSEN'S MANUFACTURING COMPANY #2409 -R3 PR #FS- 2409 -R3 AT RATED CONSTRUCTION., J.L. INDUSTRIES #1817V17 OR #1817V17 FIRE -FX AT RATED CONSTRUCTION. 2. STYLE: SEMI - RECESSED (APPROXIMATELY 2 -1/2" PROJECTION; ROLLED EDGE); STEEL FRAME AND DOOR WITH CONTEMPORARY 2 INCH WIDE DOUBLE STRENGTH GLASS INSERT. 3. FINISH: MANUFACTURER'S STANDARD BAKED WHITE ENAMEL INTERIOR; FURNISHED TO SECTION 099000 FOR FIELD PAINTING. 4. LETTERING: BLACK LETTERING IN VERTICAL FORMAT. D. FIRE EXTINGUISHER BRACKETS: MANUFACTURER;S STANDARD J -TYPE. PROVIDE AT FIRE EXTINGUISHER LOCATIONS WHERE NO CABINET IS INDICATED. E. INSTALLATION: 1. INSTALL BRACKETS 48 INCHES FROM FINISHED FLOOR TO TOP OF BRACKET. 2. SECURE RIGIDLY IN PLACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. INSTALL CABINETS PLUMB AND LEVEL IN WALL OPENINGS IN LOCATIONS AS INDICATED. UNLESS OTHERWISE INDICATED, INSTALL 30 INCHES FROM FINISHED FLOOR TO INSIDE BOTTOM OF CABINET. 4. WHEN RECESSED CABINETS ARE INSTALLED IN FIRE RATED WALLS, MAINTAIN FIRE RESISTANCE RATING CONTINUOUSLY BEHIND THE CABINET. 5. INSTALL IN LOCATIONS AS INDICATED ON THE DRAWINGS. DIVISION 11 THROUGH DIVISION 14 A. NOT USED DIVISION 22 - PLUMBING A. SEE DRAWINGS. DIVISION 23 - HEATING, VENTILATING, AND AIR- CONDITIONING (HVAC) A. SEE DRAWINGS. DIVISION 26 - ELECTRICAL A. SEE DRAWINGS. END pot ilvp ECEWED AUG 2120 PERMIT CENTER 1; COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. co 0 0 0 o0 0 on 00 < co m - m � H•• • W m uu at I- VI N t00 0o M 0 rn 0 U 0 E f DATE: al ENNA 9514 co Ti > 42 to oo 1 .2 C f0 0 V L wa INC '0 44 . �: m 4 itt . co > N I-- 2 0 08.14.08 SHEET: Z I L N U, Co (o 0 "D U as O 3 a • +4' - t'Q E O 0 0 rsi co E co 4 .L3 co L H SCALE: DRAWN BY: DAcklip 14tivEy AO 04 PROJECT No.: NTS TM50801 5 of 301 ITEM FURNISHED INSTALLED EXIST. J REMARKS • LANDLORD TENANT CONTRACTOR LANDLORD 1Nf/N31 CONTRACTOR NO CHANGE SPCL. ACTION POS SYSTEM: L C L t •• C PRE -WIRE (GC TO INSTALL CONDUIT) TOILET ROOM FRAMING/ BLOCKING /GYP. BD. HARDWARE FURRING AROUND COLUMNS AT DEMISE INTERIOR COLUMN FURRING I .PRE- WIRING & SPEAKER INSTALL • • • • . . SEE PLANS HARDWARE (HEAD -END EQUIPMENT) • • SEE PLANS SALES WALLS FRAMING/ BLOCKING /GYP. BD. TOILET ROOM FRAMING/ BLOCKING /GYP. BD. DEMISING PART. STUDS • L• • /r! / / / / / /> / / / . . SEE PLANS DEMISING PART. DRYWALL SEE PLANS SALES WALLS FRAMING/ BLOCKING /GYP. BD. TOILET ROOM FRAMING/ BLOCKING /GYP. BD. FURRING AROUND COLUMNS AT DEMISE INTERIOR COLUMN FURRING I • GENERAL FURRING WALL PREP. AND PAINT BACKING AS REQUIRED PAINT AND PRIMER 0 o a 0 0 n a (r O)- 0 • t .. RESPONSIBILITY SCHEDULE TELEPHONES: • • • • PRE - WIRING (GC TO INSTALL CONDUIT) HARDWARE SECURITY SYSTEM: (CAMERAS) • • • • PRE- WIRING HARDWARE SOUND SYSTEM: FURNITURE / FIXTURES: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FURNITURE / FIX I URES: (SEE SHEET A200) UNDERCOUNTER REFRIGERATOR SINK MICROWAVE LOCKERS DRINKING FOUNTAIN SAFE MRK RACK MGR'S DESK KITCHEN CABINET /COUNTER TRAINING STATIONS LOCKING SECURITY CABINETS FILE CABINET WHITE & CORK BOARDS BOH TABLE, CHAIRS, MGR CHAIR BUZZER SYSTEM FIRE EXTINGUISHERS FIRE ALARM SYSTEM BILL PAY ' MOP SINK '_TOILET ROOM FIXTURES SALES FLOOR GRAPHIC METAL SHELVES MISCELLANEOUS PICK -UP PERMIT/ PAY PERMIT FEES CONSTRUCTION SITE PHONE AND FAX SPRINKLER SYS. PLANS PLANS/ PERMIT/ FEES MALL DEPOSIT/ INSURANCE WAIVERS JANITORIAL SERVICE FINAL CLEANING TRASH REMOVAL/ DUMPSTER RENTAL ROOF PENETRATIONS DEMOLITION/ PERMIT AND FEE'S AS REQUIRED F TEMPORARY BARRICADE RECEIVE/ UNLOAD ALL TENANT SUPPLIED ITEMS DOOR SIGNAGE L T C L T C L T C L L T C L L T C L L T C L T C T C T C T C / • • • • • • • • • • • • • • • • • @ ENTRY DOOR SIGNAGE (INTERIOR SIDE OF DOORS) F010 VERIFY LOC. W/ T- MOBILE OPERATIONS VERIFY LOC. W/ T- MOBILE OPERATIONS SEE ELECTRICAL DRAWINGS. VERIFY LOCATIONS W/ FIRE MARSHALL COORDINATE WITH T- MOBILE COORDINATE WITH T- MOBILE FURNISHED L z W f - T • • C • INSTALLED L z T • C • • EXIST. C V z • • • • • • • • 1 RESPONSIBILITY SCHEDULE ITEM STOREFRONT STOREFRONT SYST. CLEAR WINDOW GLAZING STOREFRONT BASE GLASS DOORS STOREFRONT SIGN NEUTRAL PIERS CONTINUOUS REVEALS MALL FLOORING (IF REQD.) PAINT DIE CUT 'T- MOBILE' LOGO RECESSED DISPLAY CABLE SYSTEM OVERHEAD ROLLING GRILLE FLOORING / BASE FLR. DEMO, SCRAPE, PREP. TRANSITION STRIPS WOOD FLOORING CARPET RUBBER BASE VCT FLOORING SHEET VINYL FLOORING WOOD BASE ENTRY MAT WALLS CEILING GYP. BD. CEILINGS OR SOFFITS ACOUSTICAL TILE & GRID BACKING AS REQUIRED LIGHTING DOORS INTERIOR DOOR /FRAME /HARDWARE REAR DOOR AND FRAME REAR DOOR HARDWARE REAR DOOR PANIC BAR/ 7 PIN RIM CYLINDER ACCESS PANELS AS REQ D FOR MOTORS /VAV /ETC. DOOR KICK PLATES CORES /KEYS THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS I SIGN REQUIREMENTS I. READILY VISIBLE AND DURABLE SIGN SHALL BE PLACED ON THE STOREFRONT FRAME ABOVE DOOR. 2. HEIGHT OF LETTERS I" MIN. BLACK LETTERS TO CONTRAST WITH STOREFRONT FINISH. O EXIST DOOR SIGNAGE (INTERIOR SIDE OF DOORS) L T C L L T C L L T C L L T C L UPPER CHARACTERS RAISED I/32" CORRESPONDING GRADE II BRAILLE O SIGN VIEW T C T C T C T C HEIGHT OF LETTERING_ M 5/8" MIN. TO 2" MAX. C RESTROOM PLAQUE REMARKS EXISTING EXISTING EXISTING EXISTING EXISTING 2 EXISTING EXISTING WHEN USED - SEE PLANS AND ELEVS. ON GLASS DOORS © 60" A.F.F. NOT USED G.C. TO PROVIDE LEVEL FLOOR NOT USED SETTING MATERIALS BY CONTRACTOR SETTING MATERIALS BY CONTRACTOR F010 NOT USED LIGHTING REQUIRES BACKING EXIST. EXIST. ADD NEW PANIC BAR AS REQUIRED ACCESSIBILITY SIGNAGE: PROVIDE ACRYLIC REVERSE SILK SCREENED SIGNS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY, RAISED LETTERS, AND BRAILLE, AT ACCESSIBLE TOILET FACILITIES; ONE FOR EACH SEX OR ONE UNISEX. 1 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NO I D -1 I I D -2 I I D -3 I D -4 A I ID -4BI ID-5A I ID-6i I D -7 I ID-8 I I D -9 I WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR - SWING. DESCRIPTION MAIN ENTRANCE (EXISTING) NOT USED NOT USED UNI -SEX TOILET ROOM • ' . SALES AREA TO BACK OF HOUSE TELECOM ROOM INVENTORY NOT USED SERVICE DOOR (EXISTING) MOP SINK SIZE 6' -0" x 10' -0" 3' -0" x 7' -0" x 1 3/4" 3' -0" x 7' -0" x 1 3/4" 3' -0" x 7' -0" x 1 3/4" 3' -0" x 7' -0" x 1 3/4" 3' -0" x 7' -0" x 1 3/4" 2' -6" x 7' -0" x 1 3/4" FN1E RTG DOOR TYPE A D D D D D MTL MTL SC WD SC WD HM HM HM SC WD FRAME TYPE A A A A A A A MATL HM HM HM HM HM HM HM DETAILS HEAD 50/A702 50/A702 50/A702 50/A702 50/A702 JAMB 49/A702 49/A702 49/A702 49/A702 49/A702 SILL 36/A702 36/A702 36/A702 36/A702 36/A702 E5 /A -802 FINISH DOOR M -1 P -2 P -2 P -2 P -2 P -2 FRAME M -1 P -2 P -2 P -2 P -2 P -2 HARDWARE SET 2 2 6 5 7 3 8 FINISH US10B US26D US26D US26D US26D US26D 3 ' -O" A MAIN ENTRANCE (EXISTING) FRAME TYPE A 3 -SIDED A ACCESSIBLE TOILET ROOM SIGNAGE 0 0 SCALE: N.T.S. OPENING N B EXISTING EXIT HARDWARE GROUP - I (STOREFRONT ENTRY - INTERIOR) EXISTING HARDWARE. SEE CALLISON DRAWINGS. HARDWARE GROUP - 2 (TOILET ROOM) BUTT HINGES: MCKINNEY 4 1/2 X 4 1/2 TA2714 US26D - 626 LOCKSET: PRIVACY LOCKSET - SCHLAGE ND4OS RHODES - 626 SILENCERS: IVES #20 CLOSER: ALU 4000 SERIES - ALU DOORSTOP: IVES WS406 CLV - 626 KICK PLATE: IVES 8400 - 8X34 - 626 AA AC AL DOOR AUDIBLE ALARM ALARM CONTACT ALUMINUM REMARKS: KICKPLATE TO BE PROVIDED ON EGRESS SIDE HARDWARE GROUP - 3 (SERVICE /EXIT DOOR) 1 BUTT HINGES: MCKINNEY 4 -1/2 X 4 -1/2 TA2714, NRP EXIT DEVICE: ARM -A -DOOR A101 -002 - 628 CLOSER: LCN 4000 SERIES VIEWER HARDWARE GROUP - 4 (OVERHEAD SECURITY GRILLE) HARDWARE BY MANUFACTURER HARDWARE GROUP - 5 (TELCO /DATA) 3) BUTT HINGES: MCKENNEY 4 -1/2 X 4 -1/2 TA2714 US26D - 626 1 LOCKSET: CLASSROOM LOCKSET - SCHLAGE ND7OPD RHODES - 626 3 SILENCERS: IVES #20 1 CLOSER: LCN 400 SERIES - ALU 1 DOORSTOP: IVES WS 406 CLV - 626 1 KICKPLATE: IVES 8400 - 8X34 - 626 REMARKS: KICKPLATE TO BE PROVIDED ON EGRESS SIDE SCHEDULE DOOR TYPES C SECURITY GRILLE CGL CONC CPT CLEAR GLASS CONCRETE CARPET CWGL DV HM D FLUSH ABBREVIATION LEGEND CLEAR WIRE GLASS DOOR VIEWER HOLLOW METAL HARDWARE GROUPS MHO WD SC REMARKS SIGNAGE BY G.C. V.I.F. DOOR HEIGHT ADA SIGNAGE BY G.C. 1" UNDERCUT 12" E VISION PANEL MAGNETIC HOLD OPEN WOOD SOLID CORE HARDWARE GROUP - 6 (BACK -OF -HOUSE / KITCHEN) 3 1 BUTT HINGES: MCKINNEY 4 -1/2 X 4 -1/2 TA2714 US26D - 626 LOCKSET: PASSAGE LOCKSET - SCHLAGE ND1OS RHODES - 626 SILENCERS: IVES #20 CLOSER: LCN 4000 SERIES - ALU DOORSTOP: IVES FS 436 - 626 KICKPLATE: IVES 8400 - 8X34 - 626 REMARKS: KICKPLATE TO BE PROVIDED ON EGRESS SIDE HARDWARE GROUP - 7 (INVENTORY / SECURED STORAGE) 3 1 1 HINGES: MCKINNEY 4 1/2 X 4 1/2 TA2714 NRP - 626 LOCKSET: 4 -POINT LOCK - SECURITECH 4840- MP4812 626 CLOSER: LCN 4000 SERIES - ALU SILENCERS: IVES #20 DOORSTOP: IVES FS436 - 626 KICKPLATE: IVES 8400 8X36 - 626 REMARKS: 1. VERTICALLY STIFFENED HOLLOW METAL DOOR RECOMMENDED FOR SECURITY AND EASE OF INSTALLATION. 2. MORTISE CYLINDER AND CLOVERLEAF CAM TO BE PROVIDED BY INSTA -KEY (CAM TO BE EQUAL TO BEST C258). 3. PROVIDE NON- REMOVABLE PINS, PIANO TYPE HINGE OR GEARED HINGE (ROTON) AS APPROVED BY T- MOBILE 4. PROVIDE LATCH GUARD HARDWARE GROUP - 8 (MOP SINK) HINGES: MCKINNEY 4 1/2 X 4 1/2 TA2714 NRP - 626 LOCKSET: PASSAGE LOCKSET - SCHLAGE ND1OS RHODES - 626 SILENCERS: IVES #20 DOORSTOP: IVES WS406 CLV - 626 KICKPLATE: IVES 8400 8X28 - 626 REMARKS: KICKPLATE TO BE PROVIDED ON OUTSIDE OF DOOR REVIEWED ODE COMPLI APPROVI SEP 2 4 2( City Of Tuk BU ILDIN.DIV RECEIVED AUG 21 2008 PERMIT CENTER NOTES: 1. ALL DOOR HARDWARE TO BE COMMERCIAL GRADE SATIN CHROMIUM PLATED 626. 2. ALL LOCK SETS TO BE COMMERCIAL GRADE 1 FINISH BY SCHLAGE, D- SERIES / RHODES OR EQUAL. 3. ALL DOORS AND FRAMES TO BE PAINTED SEMI -GLOSS P -1 UNLESS OTHERWISE SPECIFIED. 4. DOORS WITH CLOSERS SHALL COMPLY WITH THE FOLLOWING: A. 5LBF MAXIMUM FORCE FOR OPENING DOOR. B. FROM AN OPEN POSITION OF 70', DOOR SHALL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. OR A NCE D I )8 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. to 0 0 0 00 00 rn < Lnn rn CO w m W J � w m • I- m d 0 v N -C -- mm o E v N o rn + .— k, a�x DATE: 9514 co h. 2 al glimo b. CL. TIL SHEET: NTS la moll to) CO CC t 0 Z 0 CI 0 . CC < cc Ln M OD I A 11 CNI IN CO CD oo g g ... w MR cn GP 3 co 0 SCALE: Dkitp 140 VCY AO 0 5 DRAWN BY: PROJECT No.: TM506011 6 of 51 SPCL ACTION CONSULTING ENGINEER LANDLORD LANDLORD HS DX4MI EMI ADM PM ROM L• 1 % / 7% �f i / i / / j / , / ti 2fr f / /r! / / / / / /> / / / IMIIIIII 0 o a 0 0 n a (r O)- 0 • t .. RESPONSIBILITY SCHEDULE TELEPHONES: • • • • PRE - WIRING (GC TO INSTALL CONDUIT) HARDWARE SECURITY SYSTEM: (CAMERAS) • • • • PRE- WIRING HARDWARE SOUND SYSTEM: FURNITURE / FIXTURES: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FURNITURE / FIX I URES: (SEE SHEET A200) UNDERCOUNTER REFRIGERATOR SINK MICROWAVE LOCKERS DRINKING FOUNTAIN SAFE MRK RACK MGR'S DESK KITCHEN CABINET /COUNTER TRAINING STATIONS LOCKING SECURITY CABINETS FILE CABINET WHITE & CORK BOARDS BOH TABLE, CHAIRS, MGR CHAIR BUZZER SYSTEM FIRE EXTINGUISHERS FIRE ALARM SYSTEM BILL PAY ' MOP SINK '_TOILET ROOM FIXTURES SALES FLOOR GRAPHIC METAL SHELVES MISCELLANEOUS PICK -UP PERMIT/ PAY PERMIT FEES CONSTRUCTION SITE PHONE AND FAX SPRINKLER SYS. PLANS PLANS/ PERMIT/ FEES MALL DEPOSIT/ INSURANCE WAIVERS JANITORIAL SERVICE FINAL CLEANING TRASH REMOVAL/ DUMPSTER RENTAL ROOF PENETRATIONS DEMOLITION/ PERMIT AND FEE'S AS REQUIRED F TEMPORARY BARRICADE RECEIVE/ UNLOAD ALL TENANT SUPPLIED ITEMS DOOR SIGNAGE L T C L T C L T C L L T C L L T C L L T C L T C T C T C T C / • • • • • • • • • • • • • • • • • @ ENTRY DOOR SIGNAGE (INTERIOR SIDE OF DOORS) F010 VERIFY LOC. W/ T- MOBILE OPERATIONS VERIFY LOC. W/ T- MOBILE OPERATIONS SEE ELECTRICAL DRAWINGS. VERIFY LOCATIONS W/ FIRE MARSHALL COORDINATE WITH T- MOBILE COORDINATE WITH T- MOBILE FURNISHED L z W f - T • • C • INSTALLED L z T • C • • EXIST. C V z • • • • • • • • 1 RESPONSIBILITY SCHEDULE ITEM STOREFRONT STOREFRONT SYST. CLEAR WINDOW GLAZING STOREFRONT BASE GLASS DOORS STOREFRONT SIGN NEUTRAL PIERS CONTINUOUS REVEALS MALL FLOORING (IF REQD.) PAINT DIE CUT 'T- MOBILE' LOGO RECESSED DISPLAY CABLE SYSTEM OVERHEAD ROLLING GRILLE FLOORING / BASE FLR. DEMO, SCRAPE, PREP. TRANSITION STRIPS WOOD FLOORING CARPET RUBBER BASE VCT FLOORING SHEET VINYL FLOORING WOOD BASE ENTRY MAT WALLS CEILING GYP. BD. CEILINGS OR SOFFITS ACOUSTICAL TILE & GRID BACKING AS REQUIRED LIGHTING DOORS INTERIOR DOOR /FRAME /HARDWARE REAR DOOR AND FRAME REAR DOOR HARDWARE REAR DOOR PANIC BAR/ 7 PIN RIM CYLINDER ACCESS PANELS AS REQ D FOR MOTORS /VAV /ETC. DOOR KICK PLATES CORES /KEYS THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS I SIGN REQUIREMENTS I. READILY VISIBLE AND DURABLE SIGN SHALL BE PLACED ON THE STOREFRONT FRAME ABOVE DOOR. 2. HEIGHT OF LETTERS I" MIN. BLACK LETTERS TO CONTRAST WITH STOREFRONT FINISH. O EXIST DOOR SIGNAGE (INTERIOR SIDE OF DOORS) L T C L L T C L L T C L L T C L UPPER CHARACTERS RAISED I/32" CORRESPONDING GRADE II BRAILLE O SIGN VIEW T C T C T C T C HEIGHT OF LETTERING_ M 5/8" MIN. TO 2" MAX. C RESTROOM PLAQUE REMARKS EXISTING EXISTING EXISTING EXISTING EXISTING 2 EXISTING EXISTING WHEN USED - SEE PLANS AND ELEVS. ON GLASS DOORS © 60" A.F.F. NOT USED G.C. TO PROVIDE LEVEL FLOOR NOT USED SETTING MATERIALS BY CONTRACTOR SETTING MATERIALS BY CONTRACTOR F010 NOT USED LIGHTING REQUIRES BACKING EXIST. EXIST. ADD NEW PANIC BAR AS REQUIRED ACCESSIBILITY SIGNAGE: PROVIDE ACRYLIC REVERSE SILK SCREENED SIGNS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY, RAISED LETTERS, AND BRAILLE, AT ACCESSIBLE TOILET FACILITIES; ONE FOR EACH SEX OR ONE UNISEX. 1 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NO I D -1 I I D -2 I I D -3 I D -4 A I ID -4BI ID-5A I ID-6i I D -7 I ID-8 I I D -9 I WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR - SWING. DESCRIPTION MAIN ENTRANCE (EXISTING) NOT USED NOT USED UNI -SEX TOILET ROOM • ' . SALES AREA TO BACK OF HOUSE TELECOM ROOM INVENTORY NOT USED SERVICE DOOR (EXISTING) MOP SINK SIZE 6' -0" x 10' -0" 3' -0" x 7' -0" x 1 3/4" 3' -0" x 7' -0" x 1 3/4" 3' -0" x 7' -0" x 1 3/4" 3' -0" x 7' -0" x 1 3/4" 3' -0" x 7' -0" x 1 3/4" 2' -6" x 7' -0" x 1 3/4" FN1E RTG DOOR TYPE A D D D D D MTL MTL SC WD SC WD HM HM HM SC WD FRAME TYPE A A A A A A A MATL HM HM HM HM HM HM HM DETAILS HEAD 50/A702 50/A702 50/A702 50/A702 50/A702 JAMB 49/A702 49/A702 49/A702 49/A702 49/A702 SILL 36/A702 36/A702 36/A702 36/A702 36/A702 E5 /A -802 FINISH DOOR M -1 P -2 P -2 P -2 P -2 P -2 FRAME M -1 P -2 P -2 P -2 P -2 P -2 HARDWARE SET 2 2 6 5 7 3 8 FINISH US10B US26D US26D US26D US26D US26D 3 ' -O" A MAIN ENTRANCE (EXISTING) FRAME TYPE A 3 -SIDED A ACCESSIBLE TOILET ROOM SIGNAGE 0 0 SCALE: N.T.S. OPENING N B EXISTING EXIT HARDWARE GROUP - I (STOREFRONT ENTRY - INTERIOR) EXISTING HARDWARE. SEE CALLISON DRAWINGS. HARDWARE GROUP - 2 (TOILET ROOM) BUTT HINGES: MCKINNEY 4 1/2 X 4 1/2 TA2714 US26D - 626 LOCKSET: PRIVACY LOCKSET - SCHLAGE ND4OS RHODES - 626 SILENCERS: IVES #20 CLOSER: ALU 4000 SERIES - ALU DOORSTOP: IVES WS406 CLV - 626 KICK PLATE: IVES 8400 - 8X34 - 626 AA AC AL DOOR AUDIBLE ALARM ALARM CONTACT ALUMINUM REMARKS: KICKPLATE TO BE PROVIDED ON EGRESS SIDE HARDWARE GROUP - 3 (SERVICE /EXIT DOOR) 1 BUTT HINGES: MCKINNEY 4 -1/2 X 4 -1/2 TA2714, NRP EXIT DEVICE: ARM -A -DOOR A101 -002 - 628 CLOSER: LCN 4000 SERIES VIEWER HARDWARE GROUP - 4 (OVERHEAD SECURITY GRILLE) HARDWARE BY MANUFACTURER HARDWARE GROUP - 5 (TELCO /DATA) 3) BUTT HINGES: MCKENNEY 4 -1/2 X 4 -1/2 TA2714 US26D - 626 1 LOCKSET: CLASSROOM LOCKSET - SCHLAGE ND7OPD RHODES - 626 3 SILENCERS: IVES #20 1 CLOSER: LCN 400 SERIES - ALU 1 DOORSTOP: IVES WS 406 CLV - 626 1 KICKPLATE: IVES 8400 - 8X34 - 626 REMARKS: KICKPLATE TO BE PROVIDED ON EGRESS SIDE SCHEDULE DOOR TYPES C SECURITY GRILLE CGL CONC CPT CLEAR GLASS CONCRETE CARPET CWGL DV HM D FLUSH ABBREVIATION LEGEND CLEAR WIRE GLASS DOOR VIEWER HOLLOW METAL HARDWARE GROUPS MHO WD SC REMARKS SIGNAGE BY G.C. V.I.F. DOOR HEIGHT ADA SIGNAGE BY G.C. 1" UNDERCUT 12" E VISION PANEL MAGNETIC HOLD OPEN WOOD SOLID CORE HARDWARE GROUP - 6 (BACK -OF -HOUSE / KITCHEN) 3 1 BUTT HINGES: MCKINNEY 4 -1/2 X 4 -1/2 TA2714 US26D - 626 LOCKSET: PASSAGE LOCKSET - SCHLAGE ND1OS RHODES - 626 SILENCERS: IVES #20 CLOSER: LCN 4000 SERIES - ALU DOORSTOP: IVES FS 436 - 626 KICKPLATE: IVES 8400 - 8X34 - 626 REMARKS: KICKPLATE TO BE PROVIDED ON EGRESS SIDE HARDWARE GROUP - 7 (INVENTORY / SECURED STORAGE) 3 1 1 HINGES: MCKINNEY 4 1/2 X 4 1/2 TA2714 NRP - 626 LOCKSET: 4 -POINT LOCK - SECURITECH 4840- MP4812 626 CLOSER: LCN 4000 SERIES - ALU SILENCERS: IVES #20 DOORSTOP: IVES FS436 - 626 KICKPLATE: IVES 8400 8X36 - 626 REMARKS: 1. VERTICALLY STIFFENED HOLLOW METAL DOOR RECOMMENDED FOR SECURITY AND EASE OF INSTALLATION. 2. MORTISE CYLINDER AND CLOVERLEAF CAM TO BE PROVIDED BY INSTA -KEY (CAM TO BE EQUAL TO BEST C258). 3. PROVIDE NON- REMOVABLE PINS, PIANO TYPE HINGE OR GEARED HINGE (ROTON) AS APPROVED BY T- MOBILE 4. PROVIDE LATCH GUARD HARDWARE GROUP - 8 (MOP SINK) HINGES: MCKINNEY 4 1/2 X 4 1/2 TA2714 NRP - 626 LOCKSET: PASSAGE LOCKSET - SCHLAGE ND1OS RHODES - 626 SILENCERS: IVES #20 DOORSTOP: IVES WS406 CLV - 626 KICKPLATE: IVES 8400 8X28 - 626 REMARKS: KICKPLATE TO BE PROVIDED ON OUTSIDE OF DOOR REVIEWED ODE COMPLI APPROVI SEP 2 4 2( City Of Tuk BU ILDIN.DIV RECEIVED AUG 21 2008 PERMIT CENTER NOTES: 1. ALL DOOR HARDWARE TO BE COMMERCIAL GRADE SATIN CHROMIUM PLATED 626. 2. ALL LOCK SETS TO BE COMMERCIAL GRADE 1 FINISH BY SCHLAGE, D- SERIES / RHODES OR EQUAL. 3. ALL DOORS AND FRAMES TO BE PAINTED SEMI -GLOSS P -1 UNLESS OTHERWISE SPECIFIED. 4. DOORS WITH CLOSERS SHALL COMPLY WITH THE FOLLOWING: A. 5LBF MAXIMUM FORCE FOR OPENING DOOR. B. FROM AN OPEN POSITION OF 70', DOOR SHALL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. OR A NCE D I )8 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. to 0 0 0 00 00 rn < Lnn rn CO w m W J � w m • I- m d 0 v N -C -- mm o E v N o rn + .— k, a�x DATE: 9514 co h. 2 al glimo b. CL. TIL SHEET: NTS la moll to) CO CC t 0 Z 0 CI 0 . CC < cc Ln M OD I A 11 CNI IN CO CD oo g g ... w MR cn GP 3 co 0 SCALE: Dkitp 140 VCY AO 0 5 DRAWN BY: PROJECT No.: TM506011 6 of 51 SPCL ACTION CONSULTING ENGINEER LANDLORD LANDLORD AC ACC ACST ACP AD ADDM ADJ AFF AHU ALT ALUM AN OD APPROX APT ARCH AUTO AV AWP BB BD BLDG BLKG BO BOT BRG BRZ BSMT BUR CAB CB CEM CER CG CH CI CIP CL CLG CLO CLR CMU CO COL COMM CONC CONN CONSTR CONT CORR CPT CSWK CTR CU D DBL DEMO DET DF DIA DI AG DIM DIV DMPF DN DR DS DW DWG DWR E El FS EJ EL ELEC ELEV ENCL EP EQ EQUIP ESCAL EXH EXP EXIST EXT FA FCI 0 FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC F010 FP FR FRMG FRPF FRT FS FT FTG FU T FVC FWC GA GALV GEN GFRC CMG GFRP GL GYP GYP BD H HB HC HD HDBD HDW HDWD HM HO ABBREVIATIONS ASPHALTIC CONCRETE ACCESSIBLE ACOUSTICAL ACOUSTICAL CEILING PANEL AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED APPROXIMATE APARTMENT ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL ACOUSTICAL WALL PANEL(S) BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILT UP ROOFING CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD COAT HOOK CAST IRON CAST -IN -PLACE CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING COLUMN COMMUNICATION CONCRETE CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE CORRIDOR CARPET CASEWORK CENTER CUBIC DEEP, DEPTH DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EQUAL EQUIPMENT ESCALATOR EXHAUST EXPANSION, EXPOSED EXISTING EXTERIOR FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FURNISHED BY OWNER/ INSTALLED BY OWNER FIRE PROTECTION FRAME, FIRE RATED FRAMING FIREPROOF, FIREPROOFING FIRE RETARDANT TREATED FLOOR SINK FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING GAUGE GALVANIZED GENERAL, GENERATOR GLASS -FIBER REINFORCED CONCRETE GLASS -FIBER REINFORCED GYPSUM GLASS -FIBER REINFORCED PLASTIC GLASS GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZ HR HT H VAC ID INCL INFO INSUL INT I WD JAN JT KIT L LAM LAU LAV LT LTG MAS M ATL MAX MECH MED MEMB MEZZ MGT MFR MH MIN MISC MO MS M TD M TL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS PBD PRCST PD PERP PLAM PLAS PLYWD PNL PL PR PRKG PROP PT P TN QT R RCP RD REF REFR REINF REQD REV RFG RM RO RT S SC SCHED SD SECT SGL SHT SH TH G SIM SPEC SPKLR SPKR SQ SS SST STC STD STL STOR STRUCT SUSP T T &G TEL TEMP TER TH K TMPD TO TSTAT TV TYP UGND UNFIN UON VERT VEST VNR VR VWC W W/ W/0 WC WD WH WP WR WT WWF XMFR YD HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR INDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURER MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION QUARRY TILE RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH SOLID CORE SCHEDULE STORM DRAIN SECTION SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAZZO THICK, THICKNESS TEMPERED TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER YARD ROOM NAME # # #I I A I 1 la I WALL DESIGNATION I D -1 I W F- I 5 -I F -I I CL1 SYMBOLS W ROOM NAME ROOM NUMBER DOOR DESIGNATION DETAIL TAG ROOM FINISHES ELEVATION TAG SECTION TAG CEILING TYPE CEILING HEIGHT CEILING FINISH 5' -0" TURNING RADIUS FINISH (ELEVATIONS) CARPET SEAM DRYWALL FINISHES LEVELS OF FINISH: 1. LEVEL 5: PROVIDE AT THE FOLLOWING LOCATIONS: A. SURFACES PERPENDICULAR AND ADJACENT TO OR NEAR (WITHIN 24 INCHES OF) EXTERIOR WINDOWS, AND SURFACES MOUNTED LIGHT FIXTURES. B. SURFACES TO RECEIVE DEEP TONE COLORS. C. CURVED SURFACES. 2. LEVEL 4: PROVIDE UNLESS INDICATED OR SPECIFIED OTHERWISE. 3. LEVEL 3: PROVIDE AT THE FOLLOWING LOCATIONS: A. SURFACES TO RECEIVE FABRIC WALL COVERING. B. SURFACES TO RECEIVE TEXTURED FINISHES. 4. LEVEL 2: PROVIDE AT THE FOLLOWING LOCATIONS: A. STORAGE ROOMS. B. MECHANICAL ROOMS. C. JANITORS CLOSET. D. SURFACES TO RECEIVE TILE OR OTHER THICK FINISH MATERIALS APPLIED TO GYPSUM BOARD SURFACES. 5. LEVEL 1: PROVIDE AT THE FOLLOWING LOCATIONS: A. SURFACES OF FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISH WORK ( "FIRE TAPING "). B. SURFACES OF ACOUSTICAL ASSEMBLIES CONCEALED FORM VIEW IN THE FINISHED WORK 6. LEVEL 0: PROVIDE AT THE FOLLOWING LOCATIONS: A. SURFACES OF NON -FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED WORK, INCLUDING SURFACES TO BE COVERED BY CASEWORK, WOOD PANELING. REMARKS: 1. LEVEL 4 AND 5 FINISHES: RETURN TO THE SITE AFTER PRIMER IS APPLIED, AND TOUCH -UP SURFACE DEFECTS. 2. PROPRIETARY SKIM COAT MATERIALS MAY BE USED IN LIEU OF JOINTS COMPOUND AS SKIM COAT AT LEVEL 5 SURFACES. CEILING SYSTEM ACP -1 ACP -2 SALES AREA - ACOUSTICAL CEILING PANEL: ARMSTRONG: DESIGNER SERIES TYPE: ARM #737, CLASS A COLOR: "WHITE" SIZE: 24" X 24" X 3/4" EDGE DETAIL: BEVELED TEGULAR USE WITH SUPRAFINE XL 9/16" EXPOSED TEE SUSPENSION SYSTEM CONTACT: TIMOTHY C. HAMILTON 3306 214TH AVENUE EAST LAKE TAPPS, WASHINGTON 98391 T: 877- 276 -7876 X8143 C: 206 - 919 -0438 F: 866 - 566 -2593 EMAIL: tchamilton ©armstrong.com ML -1 HALLWAYS, BACK -OF -HOUSE - ACOUSTICAL CEILING PANEL: ARMSTRONG TYPE: ARMATUFF #862 COLOR: "WHITE" SIZE: 24" X 48" X 3/4" EDGE DETAIL: SQUARE LAY -IN USE WITH SUPRAFINE XL 9/16" EXPOSED TEE SUSPENSION SYSTEM CONTACT: TIMOTHY C. HAMILTON 3306 214TH AVENUE EAST LAKE TAPPS, WASHINGTON 98391 T: 877 - 276 -7876 X8143 C: 206 - 919 -0438 F: 866 - 566 -2593 EMAIL: tchamilton@armstrong.com MISCELLANEOUS MOP SINK SURROUND & TOILET ROOM WAINSCOT: MARLITE S100G /WHITE FINISH: WHITE -FRP WAINSCOT CONTACT: MARLITE T: 330 - 343 -6621 NOTES: INSTALL TO 48" A.F.F. U.O.N. CPT -1 SV -1 WF -1 FINISH SCHEDULE FLOORING AD-1 FLOOR ADHESIVE: MASLAND CONTRACT: #3200 (REQUIRED FOR OLD FLOORS THAT HAVE OLD ADHESIVE AND DIRT) SEALER #5700 SALES FLOOR - CARPET: MASLAND CONTRACT: #T24GA -36251 24" X 24" CARPET TILES. FIBER CONTENT: 100% ANTRON LEGACY FIBER WEIGHT (TUFTED): 28 OZ /SQ YD CONSTRUCTION: MULTI LEVEL LOOP PILE PATTERN DYE METHOD: SKEIN DYED GAUGE: 12 PILE HEIGHT: .219 "/.156 "/.094" TOTAL WEIGHT:154.50 /SQ YD PRIMARY BACKING: NON -WOVEN SECONDARY BACKING: PVC *THIS IS A GRAY CIRCULAR PATTERN. CONTACT: PAT ROGERS 800 - 633 -0468 pat.rogers ©maslandcontract.com CPT-2 SALES FLOOR - CARPET: MASLAND CONTRACT: #T24GA -36252 24" X 24" CARPET TILES. FIBER CONTENT: 100% ANTRON LEGACY FIBER WEIGHT (TUFTED): 28 OZ /SQ YD CONSTRUCTION: MULTI LEVEL LOOP PILE PATTERN DYE METHOD: SKEIN DYED GAUGE: 12 PILE HEIGHT: .2197.15C/094" TOTAL WEIGHT:154.50 /SQ YD PRIMARY BACKING: NON -WOVEN SECONDARY BACKING: PVC *THIS IS A GREEN COLOR. CONTACT: PAT ROGERS 800 - 633 -0468 pat.rogers ©maslandcontract.com CPT -3 ENTRANCE - CARPET WALK -OFF MAT: PACIFIC MAT STYLE: BENGAL COLOR: "SILVER GRAY" SIZE: 6' -6" ROLL THICKNESS: 0.625" CONTACT: NORA VIVARELLI PACIFIC MAT & COMMERCIAL FLOORING 7113 S. 216TH STREET, BUILDING B KENT, WASHINGTON 98032 T: 800- 345 -6287 F: 253 - 872 -9022 C: 206 - 409 -3870 EMAIL: norav ©pacmat.com NOTES: PROVIDE SAMPLE FOR REVIEW AND APPROVAL. SUBMITTAL MUST MATCH DESIGNER'S CONTROL SAMPLE. CPT T.B.D. - NOT USED TOILET ROOM - SHEET VINYL FLOORING WITH INTEGRAL BASE: ARMSTRONG STYLE: CONNECTION CORLON COLOR: #88704 "STONE HARBOR" THICKNESS: .080" CONTACT: ARMSTRONG WORLD INDUSTRIES P.O. BOX 3001 LANCASTER, PENNSYLVANIA 17604 T: 1 -877- ARMSTRONG VCT -1 BACK OF HOUSE, TELECOM ROOM, INVENTORY - FLOORING: ARMSTRONG STANDARD EXCELON COLOR: #51904 "STERLING" SIZE: 12" X 12" X 1/8" CONTACT: NORA VIVARELLI 7113 S. 216TH STREET, BUILDING B KENT, WASHINGTON 98032 T: 253 -395 -6286 EMAIL: norav ©pacmat.com ENTRANCE & HIDEOUTS: PRAIRIE SHORES LTD. PRODUCT: ENGINEERED NORTHERN WHITE OAK FINISH: PRE - FINISHED, MATTE FINISH MATERIAL: 50% ONE COMMON, SELECT RIFT SAWN & QTR SAWN AND 50% SELECT RIFT SAWN AND QTR SAWN, TONGUE & GROOVE, MICRO -BEVEL EDGE SIZE 4 "W X 5/8 "THK. LENGTH: RANDOM (18" MIN.) CONTACT: JIM GOURLEY 8989 LAKESHORE DRIVE PLEASANT PRAIRIE, WISCONSIN 53158 T: 262- 694 -9748 EMAIL: jgourley©wi.rr.com GLAZING GL -1 STOREFRONT WINDOWS - CLEAR GLASS: TYPE: CLEAR TEMPERED NOTES: PROVIDE SAMPLE FOR REVIEW AND APPROVAL. SUBMITTAL MUST MATCH DESIGNER'S CONTROL SAMPLE. in PAINT SALES AREA, HALLWAYS, SALES AREA COLUMNS, AS NOTED ON DRAWINGS - PAINT: BENJAMIN MOORE & COMPANY COLOR: #2057 -70 - "ICY BLUE" FINISH: EGGSHELL CONTACT: RANDY TESSMAN 601 NORTH BAKER DR CANBY, OR 97013 T: 800 - 642 -5678 X2217 F: 503 - 263 -3849 C: 503 - 318 -8046 EMAIL: ran dy.tessman ©ben jam inmoore.com NOTES: PROVIDE SAMPLE FOR REVIEW AND APPROVAL. SUBMITTAL MUST MATCH DESIGNER'S CONTROL SAMPLE. P -2 TOILET ROOMS, BACK OF HOUSE AS NOTED, SALES AREA AS NOTED, AS NOTED ON DRAWINGS - PAINT: BENJAMIN MOORE & COMPANY COLOR: #OC -61 - "WHITE DIAMOND" FINISH: EGGSHELL CONTACT: RANDY TESSMAN 601 NORTH BAKER DR CANBY, OR 97013 T: 800 - 642 -5678 X2217 F: 503 - 263 -3849 C: 503 - 318 -8046 EMAIL: ran dy.tessman ©benjaminmoore.com NOTES: PROVIDE SAMPLE FOR REVIEW AND APPROVAL. SUBMITTAL MUST MATCH DESIGNER'S CONTROL SAMPLE. p -3 SALES AREA, AS NOTED ON DRAWINGS - PAINT: BENJAMIN MOORE & COMPANY COLOR: #2136 -60 - "HARBOR HAZE" FINISH: FLAT CONTACT: RANDY TESSMAN 601 NORTH BAKER DR CANBY, OR 97013 T: 800 - 642 -5678 X2217 F: 503 - 263 -3849 C: 503 - 318 -8046 EMAIL: randy.tessman ©benjaminmoore.com NOTES: PROVIDE SAMPLE FOR REVIEW AND APPROVAL. SUBMITTAL MUST MATCH DESIGNER'S CONTROL SAMPLE. P -1 p -4 STOREFRONT - PAINT: COLOR: TO MATCH NEW STOREFRONT, KAWNEER # 18 "CHAMPAGNE" FINISH: TO MATCH NEW STOREFRONT NOTES: PROVIDE SAMPLE FOR REVIEW AND APPROVAL. SUBMITTAL MUST MATCH DESIGNER'S CONTROL SAMPLE. BASE MATERIALS WB -1 RB -1 M -1 SALES AREA - WOOD BASE: IDX SEATTLE MATERIAL: MDF FINISH: PAINT TO MATCH ADJACENT WALL SIZE: 5 1/2 "H x 3/4 "D CONTACT: F010 (FIXTURE MANUFACTURER) NOTES: PROVIDE SAMPLE FOR REVIEW AND APPROVAL. SUBMITTAL MUST MATCH DESIGNER'S CONTROL SAMPLE. BACK -OF- HOUSE, HALLWAYS - RUBBER BASE: ARMSTRONG COLOR INTEGRATED RUBBER WALL BASE COLOR: #61 - "GRAPHITE GRAY" SIZES: INCLUDE COVE CORNER BASE 1/8" GA. X 4 "H & COVE ROLL 1/8" GA. X 120' X 4 "H CONTACT: ARMSTRONG WORLD INDUSTRIES P.O. BOX 3001 LANCASTER, PENNSYLVANIA 17604 T: 1- 877 - ARMSTRONG NOTES: USE WITH ARMSTRONG ADHESIVE S -725 METAL FINISHES STOREFRONT FRAME & BASE (AS REQ'D.) - METAL: KAWNEER CO. ANODIZED: #18 "CHAMPAGNE" CONTACT: KAWNEER COMPANY, INC. 1144 GUTHRIDGE COURT NORCROSS, GEORGIA 30092 T: 770 - 449 -5555 NOTES: PROVIDE SAMPLE FOR REVIEW AND APPROVAL. SUBMITTAL MUST MATCH DESIGNER'S CONTROL SAMPLE. M - STOREFRONT FRAME & BASE - T.B.D. M-3 STOREFRONT CONSTRUCTION - T.B.D. COD COVI pLIAK APPRO s ? 4; RECEWED AUG 21 2000 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and /or monetary liability. 0 0 00 0 0 0) co m w m w (NI w ` m� M N N sm — m m o v ▪ f■1 0 DATE: SCALE: 9514 oo oo 2 4v CO C C d V �' C io to 1 13 ved IP In • c N z 0 1 08.14.08 SHEET: - d co cc • Ln LL d co CO o N d cl rsi �, E .c Q m ° u o ya'-c z � u, d 4 = ✓ n I-- aa 4 O 1'd F- D AUG 14 '08 NTS I I DRAWN BY: 1DMID rit?V/ AO O 6 PROJECT No.: TM5O80101 1 of 3ci LINE OF EXISTING 6" METAL STUD DEMISING PARTITION BY LANDLORD. TENANT G .G. TO PROVIDE 5/8" TYPE 'X' GYP. BD. TO DECK ON TENANT SIDE ONLY ADJACENT TENANT l' -1" TELECOM ROOM TAI EXISTING SERVICE POOR AND HARDWARE BY LANDLORD LEASE LINE SERVICE CORRIDOR ELECT. PANEL LOG. SEE ELECT. DINGS. 60" X 56" GLR. FLR. SPACE 0 TOILET (TYP) 50" X 48" CLR. FLR. SPACE LAV. (TYP) ID -8 I 1A1 Llf ia1E.l`- tl.le LINE OF EXISTING 6" METAL STUD DEMISING PARTITION BY LANDLORD. TENANT G .G. TO PROVIDE 5/8" TYPE 'X' GYP. BD. TO DECK ON TENANT SIDE ONLY l' -I 1/2" BACK OF HOUSE 12' -3" B 8 INVENTORY B18 D -5A1 FLOOR PLAN C15 D -4AI rr WALL DESIGNATION ID -6 1 BACK OF HOUSE F 5 10' -1" r, ,r B 8 FIRE EXT. 6 - 6 " INSULATION _it i� tic. lias,h'� atf „ C17 C1 l ADJACENT TENANT SERVICE CORRIDOR ADJACENT TENANT THE PARTITION - TYPE DESIGNATION OR WALL - TYPE DESIGNATION IS A THREE (3) UNIT CORE THAT INDICATES THE CONFIGURATION, CONSTRUCTION, AND INSULATION OF THE PARTITION AS FOLLOWS: - CONSTRUCTION OF PARTITION /WALL. SEE DETAIL 12/A600. VERTICAL CONFIGURATION OF PARTITION / WALL. SEE DETAIL 8/ A600. SEE SHEET A600 FOR COMPLETE WALL DETAILS it 65' -0" EXISTING CONCRETE FLOOR SURFACE PREPARE FOR INSTALLATION OF NEW FLOORING MATERIALS AS INDICATED IN THESE PLANS. SEE SPECIFICATIONS FOR ADDITIONAL FLOOR PREPARATION NOTES. LEASE LINE EXISTING MALL STRUCTURAL COLUMN IN NEW ENCLOSURE BY TENANT G.G. 65' -O" 44' -1 1/2" SALES AREA LINE OF EXISTING 6" METAL STUD DEMISING PARTITION BY LANDLORD. TENANT G.G. TO PROVIDE 5/8" TYPE 'X' GYP. BD. TO DECK ON TENANT SIDE ONLY 3l' -6" ADJACENT TENANT EXISTING SLAB LEAVE -OUT NEW CONSTRUCTION / EXISTING GMU BLOCK WALL EXISTING CONSTRUCTION NEW DEMISING PARTITION. SEE PLAN NOTES. SHEET SYMBOLS EXISTING DOUBLE SERVICE DOORS BY LANDLORD - NOTE: SEE SHEET A005 FOR DOOR SCHEDULE. RECESSED DISPLAY WINDOW GABLE SYSTEM (FO IC) RECESSED DISPLAY WINDOW CABLE SYSTEM (FOIG) LINE OF SOFFIT ABV. SEE SHT. A500. VOID SPACE I' -4 I/2"-- I ,12 RECESSED DISPLAY WINDOW GABLE SYSTEM (FOIL) 1. REFER TO SHEET A200 AND A201 FOR LOCATIONS OF FIXTURE FLOOR RECEPTACLES AND FIXTURE POWER ACCESS LOCATIONS. Etff L „ 2. GYPSUM BOARD CEILING AND SOFFIT FINISHES SEE SHEET A300. 3. ALL ANGLED WALLS ARE @ 45 °, c10° OR 155° U.O.N. 4. MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS. 5. WHERE EXISTING INSULATION IS REMOVED OR MISSING -PATCH AND REPLACE INSULATION TO MATCH EXISTING CONDITIONS AND MAINTAIN REQUIRED R- VALUES. SCALE: I/4" = 1' -0" CONSTRUCTION NOTES: I. PROVIDE BLOCKING AND BACKING AS DEFINED IN SPECIFICATION, AT 2' -0" AFF, 1' -0" AFF AND 10' -0" AFF IN EXISTING WALLS AND NEW PARTITIONS FOR ALL CASEWORK. COORDINATE WITH FIXTURE SHOP DRAWINGS. 6. PAINT ALL WALL BASE TO MATCH ADJACENT WALLS, U.O.N. _I' -Q 1/2" EXISTING NEUTRAL PIER LEASE LINE EXISTING MALL STRUCTURAL COLUMN IN NEW ENCLOSURE BY TENANT G.G. EXISTING TEMPERED STOREFRONT GLAZING MALL EXISTING PAIR OF 7 STOREFRONT GLASS DOORS PROVIDE SIGN OVER DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" LETTERS TO 1' HIGH ON A CONTRASTING BACKGROUND. EXISTING TEMPERED STOREFRONT GLAZING , BLACK METAL REVEAL EXISTING NEUTRAL PIER 0 GENERAL LANDLORD NOTES: - THERE IS NOT A DESIGNATED WASH OUT AREA FOR CONCRETE TRUCKS AT THE SOUTHGENTER PROJECT. UNDER NO CIRCUMSTANCE WILL CEMETIOUS PRODUCTS BE WASHED OUT ON THE GROUND. CONCRETE SUB CONTRACTORS WILL HAVE TO SUPPLY THEIR OWN EGO PAN FOR WASHOUT OF CEMENT PRODUCTS AFTER THEIR POUR 15 COMPLETE. YOU MAY CONTACT EGO PAN LLC AT 255.85R.62 TO INQUIRE ABOUT OBTAINING AN EGO PAN IF THE TENANT CONTRACTOR'S CONCRETE SUB DOES NOT HAVE ONE. - ALL WORK REQUIRING OPEN FLAMES, EXCESSIVE HEAT OR SPARKS SHALL REQUIRE A "HOT WORK PERMIT ". THIS MAY BE OBTAINED THROUGH THE TENANT COORDINATION OFFICE. ANY SUCH WORK CONDUCTED WITHOUT THE PERMIT WILL BE SHUT DOWN UNTIL SUCH PERMIT IS OBTAINED. TENANT GERNAL CONTRACTOR MAY BE REQUIRED, AS INSTRUGTRED BY THE LANDLROD OR LOCAL JURISDICTION TO POST A FIRE WATCH DURING SUCH WORK. FOR REVIEWED OM COMPLIANCE CODE APPROVED SEP 2 4 2000 Cif+ Of Tukduiia IL©IN DIVISION RECEIVED AUG 21 2000 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 0 0 m o� QUi rn m w ,— w + m� m • Q, v N O • Mm o n c E d }. at at ` N DATE: SCALE: 9514 co to co 2 to co 41 • 16 1 0 !0 0 �+ ✓ L � . IG o w 15 IA s Pi via 0 VI In I z 0 08.14.08 SHEET: AUG 14 De Ui N Ui CO m N N N co Ol 41 w I/4" = 1' -0" DRAWN BY: ]: vtD fkVE1f A 10 0 PROJECT No.: ` TMB080I1 8 of Sci ADJACENT TENANT SERVICE CORRIDOR P -2 R5-I VCT -I W P -2 M B RB -I F VCT -I W P -2 RIB- I F VCT -I I .: +. IN ii ,,.r/te Y ":; TELECOM ROOM UNI -SEX TOILET INVENTORY HALLWAY ii ¢P. a � f,ttar F P -2 ML -I SV -I SV -I ii ROOM FINISH PLAN BACK OF HOUSE /1 P -s F CPT -2 12' -2" ADJACENT TENANT LINE OF CARPET TRANSITION SALES AREA ADJACENT TENANT SERVICE CORRIDOR ADJACENT TENANT SHEET SYMBOLS FLOOR FINISH CHANGE CAD SCALE: 1/4" = I' -O" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 4 2000 City Of Tukwila DIN DIVISION RECE WED AUG 21 2008 PERMIT CENTEIb COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. ENA 0 0 oo� m 00 w m w J w CO L+L F— • • P rn LU eL v ~ i N • mm o w E NN" E' , !, a N DATE: 9514 co moo 6.2 C C am V .c 411 .QS AS y 00 g > N N z 0 08.14.08 SHEET: z 0 z U 0 0 m N D1 CO - cn 0) i O O co v • •4* d) L N (1 ' � 0 N 0 r4 CO L 01 u O • d v Z ° m as at E. t u t ; l9 = r 1 o ▪ l0 E_ AUG a XI SCALE: 1/4" ' = DRAWN BY: DM/11) &Ve A 101 PROJECT No.: TMB080I a of 301 SYMBOL QUANTITY DESCRIPTION RESPONSIBILITY SCHEDULE SYMBOL QUANTITY DESCRIPTION RESPONSIBILITY SCHEDULE OWNER G OWNER G.C. FURNISH INSTALL FURNISH INSTALL INSTALL FURNISH INSTALL FURNISH INSTALL SW5 FRI/ 65" FRAMED SLAT WALL I U/C REFRIGERATOR - PROVIDED BY OWNER'S VENDOR • BILL PAY • r _ _ _ _ 7 I I L — _ — — J 5 INVENTORY SHELVING TO BE "METRO" 4 SHELF WIRE UNITS. IS" DEEP, 45" WIDE, $ 14" HIGH. BRITS ZING CHROMATE WITH CLEAR ACRYLIC COATING. BWI I • • WMI 0 WAIT TIME MANAGEMENT I SINK - PROVIDED BY OWNER'S VENDOR. G.G. TO INSTALL • ARI • a I COUNTERTOP PHOTOCOPIER - PROVIDED AND INSTALLED BY TENANT • • AR2A 0 AREA RUG (14' -0") P HPI O \ / MI9RO / \ 1 5 MICROWAVE - PROVIDED BY OWNER'S VENDOR LOCKERS - GRAY FINISH • • HTI • • HIDEOUT TABLE ,I�, �` I FIRE EXTINGUISHER HIDEOUT CHAIR • • L L KERS r — — — -I FILE I GAB. I L — — — I HON 500 SERIES 56" WIDE FOUR - DRAWER LATERAL FILE:, 55 -I /4H X 1 /4D, BLACK. STAPLES 5KU - 342881. • LSI • LIFESTYLE WALL 0 WATER COOLER - SUPPLIED BY OWNER'S FACILITIES DEPARTMENT • LUI • LINE UPI ∎ CSI 2 I QUARTET MARKER BOARD WITH ANODIZED ALUMINUM FRAME. 6' X 4', STAPLES SKU - 515 OR 4' X 5', STAPLES SKU - 166220 • 2 LINE UP 2 • CS5 I CART — I I I L _ _ I BUSH VISIONS PERSONAL COMPUTER STATION, GALAXY FINISH. ORDER #4624cT5 WWW.STAPLES.COM • RATE PLAN / ACCESSORIES WALL • I GATEWAY TABLE EQUIP. GAB. RTI I EQUIPMENT CABINET • • 17F..0 1 E SAFE I I U /G SAFE 24 "WX2 ? "HX16 "D WEIGHT 120 L. • • KITCHENETTE - RIGHT t � �� SB2 0 SERVICE BAR BACK (6 PERSON) O KITCHENETTE -LEFT SKI H A4 I WIDE AREA NETWORK • I MANAGER'S DESK • SWI 0 CODE QUANTITY ITEM COMMENTS CODE QUANTITY ITEM AC2 . 2 ACCESSORIES CASE SW2 3 45" FRAMED SLAT WALL AGRI 0 ACRYLIC PANEL SW5 0 65" FRAMED SLAT WALL BPI I BILL PAY TCI I TECH CHAT BWI I BACK WRAP (5 PERSON) WMI 0 WAIT TIME MANAGEMENT GWI I CASH WRAP (5 PERSON) ARI 0 AREA RUG (6-O ") GTI 2 CIRCULAR PLAYGROUND TABLE AR2A 0 AREA RUG (14' -0") HPI O HIDEOUT WALL PANEL BQI 0 BANQUETTE HTI 0 HIDEOUT TABLE GLI O HIDEOUT CHAIR KTI I PSP (KIDS TABLE) CL2 0 SIDEKICK LOUNGE CHAIR LSI 5 LIFESTYLE WALL GL5 0 LOUNGE CHAIR LUI 5 LINE UPI CSI 2 PSP OTTOMAN STOOL LU2 2 LINE UP 2 CS5 I TECH GHAT STOOL RINI I RATE PLAN / ACCESSORIES WALL STI I GATEWAY TABLE RTI I RECT. PLAYGROUND TABLE 17F..0 1 E SBI I SERVICE BAR (4 PERSON) I KITCHENETTE - RIGHT t � �� SB2 0 SERVICE BAR BACK (6 PERSON) O KITCHENETTE -LEFT SKI 0 SIDEKICK END TABLE I MANAGER'S DESK SWI 0 25" FRAMED SLAT WALL 0. 2 "0 0 0 o � o o 0 p 0 L1 03 ova 0 a W } m o a VS FIXTURE NOTES I. FIXTURES FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR (UNLESS OTHERWISE NOTED), COORDINATE ALL FIXTURE LOCATIONS WITH FIXTURE VENDOR. 2. FIXTURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNER'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH CASEWORK VENDOR. B. FURNITURE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR (UNLESS OTHERWISE NOTED), COORDINATE ALL FURNITURE LOCATIONS WITH FURNITURE VENDOR. 4. FURNITURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNER'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND COORDINATE WITH FURNITURE VENDOR. 5. ATTACH ALL FIXTURES TO FLOOR AND WALL. BLOCKING PER MANUFACTURER'S RECOMMENDATION. SEE NOTE #I ON SHEET AI00 FOR BLOCKING. NOTE: MAINTAIN MINIMUM 56" AISLES BETWEEN FIXTURES. PER A.D.A. REQ. ADJACENT TENANT SERVICE CORRIDOR (2) NEW H.G. TOILET ROOMS W/ NEW H.G. GRAB BARS AND PLUMBING FIXTURES. EQUIP. CAB. TELECOM ROOM 1 51-0" i i - - - I G R I I / I o INVENTORY WIRE SHELVING UNITS INVENTORY I I - 11.i x`'`} ?,L'N:- i si 6 501 UNI -SEX TOILET EQUIPMENT SCHEDULE HALLWAY 14 4 x r. 0 FIXTURE PLAN -- 1 NEW HI /LO I DRINKING I F OUNTAIN ti - 1 BACK OF HOUSE FILE CAB. CART NIGR DpSK SAFE r NOTE: AREA DENOTES 44" ACCESSIBLE ROUTE Y FIRE EXT. 4' -1 I/4" r 3' -O" BILL PAY ADJACENT TENANT 551 12" 44" [__ - a' -i 1/4" / SALES AREA 15' -10 5/4" SLAT WALL Cr ADJACENT TENANT - -- ---- — AG'' - -- -- SERVICE CORRIDOR 4' -II" m II' - 5/4" / n m In � In y Ul .. -- ADJACENT TENANT N —./ / LINE OF / SOFFIT ABV. SEE SHT. - 701 -RECESSED DISPLAY WINDOW GABLE SYSTEM (FOIL) SEE DETAIL 55/A105 SCALE: 1/4" = I' -O" RECESSED DISPLAY WINDOW CABLE SYSTEM (FOIL) SEE DETAIL 55/A105 MALL RECESSED DISPLAY WINDOW CABLE SYSTEM (FOIL) SEE DETAIL 55 /A/05 EXISTING LANDLORD SERVICE DOORS FIXTURE SCHEDULE FIXTURES LISTED ARE TO BE TENANT FURNISHED AND CONTRACTOR INSTALLED CODE. COMpL APPRO ED SE.p `, A 2444 City Offuloila COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. fi 0 0 0o 0 O Ls a� m co w CNI J Va Ct • J � I - • m LLI vl O L N 4 ' o CO :a o m m 0 E w LI1 tN, +' 0 rn N DATE: 9514 CO CO co L. 2 CA INN • g ao 4.0 pm • 411/ vta at N 00 .50 / 12 z 0 t z 08.14.08 SHEET: 1/4" = 1' -0" Z W cC H Z L1. W ce U- m N r` a) LT 0 oo cr L11 u- N LI1 CO co 0 C N Ct cn rn 0 -0 W. 8+ V _C SCALE: DRAWN BY: :E vu i10v / A2 0 0 PROJECT No.: TM150801c1 10 of 301 CONSULTING ENGINEER ADJACENT TENANT SERVICE CORRIDOR I I — — __L_ — — — J TELECOM ROOM 0 INVENTORY UNI -SEX TOILET r r L 3�1at:'. Iti 000 HALLWAY °v? 0 NOTE: SEE DETAIL 6 /A100 FOR SLAB DOWELING AT TRENCH BACK OF HOUSE NOTE: COORD INATE WITH FIXTURE VENDOR $ TECHNOLOGY CONSULTANT PRIOR TO TRENCHING FOR EXACT LOCATION OF FIXTURE STUB —UPS. NOTE; SEE ELECTRICAL DRAWINGS FOR BRANCH CIRCUIT STUB -UP AND CONDUIT WITHIN MILLWORK. ALL FIXTURE SUPPORT LEGS ABLE TO SUPPORT CABLING. FIXTURE STUB —UP PLAN EXISTING MALL STRUCTURAL COLUMN AND ENCLOSURE TO REMAIN ' - 3/4" 1- ADJACENT TENANT 6' - 1" SERVICE CORRIDOR SALES AREA ADJACENT TENANT FIXTURE SUPPORT LEG (TYP) 20' -3" X 1' -'1 1/2" ADJACENT TENANT 12' —I 3/4" SYMBOL LEGEND O STUB —UP LOCATION ❑ FIXTURE SUPPORT LEG DUPLEX OUTLET QUAD OUTLET O S 4'—'71/4" 4' -1 1/2" 1 0 J. Filar SCALE: 1/4" = I —O" EXISTING MALL STRUCTURAL COLUMN AND ENCLOSURE TO REMAIN MALL RECEIVED AUG 21 2008 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and /or monetary liability. Etwa 1i1ta N! 1 0 0 0 0o co m m w m J W +, m LL I-- m cc rn tv. N • .c yrs 0 46 co Ili m m o W Ln E O N 9514 DATE: SCALE: DRAWN BY: 00 fa co al w -16 C C�� V ' C s o a/ to o _ N F- z 0 ec 08.14.08 SHEET: PROJECT No.: TMB0801.1 AUG 14 Di 1/4" = I -O" DA 14bVE1f A2 0 1 II of Sot ADJACENT TENANT SYMBOL iol Sc. I RC2 SF I' le, 1,6 INVENTORY BACK OF HOUSE UNI -SEX TOILET BACK OF HOUSE SALES AREA 10 -0" A.F.F. DESCRIPTION ICL2i 9' -0" A.F.F. I AC -21 SERVICE CORRIDOR IC 9' -0" A.F.F. I ACT -21 TELECOM ROOM ICL3I 1 9' -0" A.F.F.) I P -2 I RECESSED DOWN LIGHT RECESSED DOWN LIGHT LOW PROFILE LINEAR FLOURESCENT LIGHT SUPPLY AIR DIFFUSERS (TYP.) RETURN AIR DIFFUSER (TYP). TOILET EXHAUST FAN. SEE SHEET M -I00 LINEAR DIFFUSER RECESSED SPRINKLER HEAD 24 X 24 ACCESS DOOR - PAINT TO MATCH CEILING ICL2I 1 9'-0" A.F.F.I I ACT -21 1 9' -0" A.F.F.I I ACT -21 REFLECTED CEILING PLAN CEILING PLAN SYMBOL LEGEND IcL 110'-6" A.F.F.I I ACT -1 I 1 10' -6" A.F.F.I I ACT -11 ADJACENT TENANT CEILING NOTES LIGHTING, ELECTRICAL EQUIPMENT, HVAC EQUIPMENT, AND SPRINKLERS ARE TO BE MOUNTED AT POINTS IN ACT -I AS NOTED IN GRAPHIC BELOW UNLESS OTHERWISE DIMENSIONED ON RCP. 2X4 ACT TILE 2X2 ACT TILE + + + III .Q:.Q'.a4:.64 .Q 2. CENTER ACT GRID WITHIN EACH ROOM UNLESS OTHERWISE NOTED. 3. INSTALL ACT CEILING SYSTEMS PER DETAIL - / -. 4. REFER TO DETAIL -/- FOR INSTALLATION OF SUSPENDED GYP. BD. CEILING. 5. REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPES. CASEWORK MOUNTED LIGHT FIXTURES. COORDINATE WITH CASEWORK VENDOR FOR CASEWORK MOUNTED LIGHT FIXTURES REQUIREMENTS. SERVICE CORRIDOR SYMBOL AM I CI AM2 DESCRIPTION 2X2 FLOURESCENT LIGHT FIXTURE SEMI - RECESSED DOWN LIGHT SEMI - RECESSED DOWN LIGHT SEMI - RECESSED DOWN LIGHT 4' -0"ct RECESSED DOWN LIGHT 2X4 FLOURESCENT LIGHT FIXTURE RECESSED EMERGENCY EGRESS LI SURFACE MTD. DUAL HEAD EMERGENCY LIGHT UNIT W/ COMPACT BATTERY PACK. ILLUMINATED EXIT SIGN; INSTALL AS SHOWN ON PLAN REFER TO ELECTRICAL DRAWINGS i=OR LIGHT FIXTURE SCHEDULE. I C LI I I CL2 i I 1CL41 ADJACENT TENANT ADJACENT TENANT I CL1 110' -6" AF.F.I ACT -1 I Cr 110' -6" A.F.F.I I ACT -11 CEILING TYPES 170q SCALE: 1/4" = I' -O" SALES AREA / HALLWAY - ACOUSTICAL TILE: EXISTING ACT -I - 24" X 24" SUSPENDED WHITE METAL T -GRID SYSTEM, AT HEIGHT AS INDICATED BACK -OF HOUSE / HALLWAY - LAY -IN AGCOUSTICAL CEILING SYSTEM: "USG" DONN DX -L 24" X 48" SUSPENDED WHITE METAL T -GRID SYSTEM, AT HEIGHT AS INDICATED WITH STANDARD WHITE 24" x 48" LAY -IN ACOUSTICAL NON- TEGULAR CEILING TILES. SEE SHEET Acl FOR SEISMIC DETAILS WHEN REQUIRED. L -I' -:t I/2" TOILET ROOM - 6YP. BD.: 5/8" TYPE 'X' GYP. BD. CEILING. ON METAL STUD FRAMING PER PLANS. TAPE JOINTS, SAND SMOOTH. PREPARE SURFACE WITH A LEVEL 5 FINISH AND PAINT WITH P -I. STOREFRONT SOFFIT: - GYP. BD.: 5/8" TYPE 'X' GYP. BD. CEILING ON 3 -5/8" X 20 ga. METAL STUDS AT 16" D.G. W/ TAPED JOINTS, SANDED SMOOTH. PREPARE SURFACE WITH A LEVEL 5 FINISH AND PAINT P -I. PLACEMENT OF SPEAKERS AND AUDIO EQUIPMENT TO BE BY SOUND SYSTEM COMPANY. EMT, AND PULL STRINGS TO BE PROVIDED BY G.G. SEE SOUND SYSTEM DRAWINGS FOR PLACEMENT. (0 G/1/2" ICL4I RECESSED DISPLAY WINDO GABLE SYSTEM, FOIL. PROVIDE BLOCKING PER MANUFACTURER'S RECOMMENDATIONS START ACT -I LAYOUT - COORDINATE EXACT LOCATION TO AC. OMODATE LIGHT FIXTURES MALL LINE OF SOFFIT ABOVE. SEE DETAIL 42/A103 1CL41 I10' -0" A.F.F. I I P -2 I RECESSED DISPLAY WINDO GABLE SYSTEM, FOIL. PROVIDE BLOCKING PER MANUFACTURER'S RECOMMENDATIONS RECEIVED AUG 212000 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 0 o 00 0 00 .00 w m LLJ J m1 • ▪ m IJJ o rn �r N • m • m 0 Li., o rn� N + 9514 CO CO 2 to op 431 C m So CO V *a +a o IN TIP ‘"2 0= X 00 ; 1 Z 0 N et DATE: Ln rn a U, - a co er a, To 0 0 U, 0 z Ln to L N CO 08.14.08 SHEET: AUG 14 D9 SCALE: 1/4" II I = DRAWN BY: DAVID 11bVey A3 00 PROJECT No.: TMB080141 c o N _ rn a, �0 8 + E 0 12 of Ba EXISTING PEARLESGENT METAL FINISH OVER STOREFRONT - EXISTING PEARLESGENT METAL FINISH OVER STOREFRONT EXISTING TEMPERED STOREFRONT GLAZING -EXISTING NEUTRAL PIER BY LANDLORD EXISTING METAL FINISH EXISTING STOREFRONT GLAZING BASE EXISTING SERVICE DOORS BY LANDLORD EXISTING STOREFRONT GLAZING BASE STOREFRONT ELEVATION BREAK METAL SEAMS IN EXISTING FINISH EXISTING TEMPERED STOREFRONT GLAZING INTERNALLY ILLUMINATED SIGNAGE UNDER SEPARATE PERMIT. SEE BOX NOTE BELOW • EXISTING PAIR OF STOREFRONT GLA55 DOORS 1 VOS LINE OF STRUCTURAL COLUMN BEHIND GLAZING SCALE: 1/2".11 OM WM ED FOR CODE COMPLIANCE APPROVE SEP 2 4 2008 OW Tu1 N NOTE: ENTIRE STOREFRONT INCLUDING STOREFRONT DOORS, GLAZING, STOREFRONT FRAMING AND FINISHES UNDER SEPARATE LANDLORD AND PERMIT SUBMITTAL 9514 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. O O 00 O 0 Ol m co w w est J t- - m Ul Zif rn t N • �00 .Q m m o UJ N E O i T N + • — fa o c c o ,o CU Om e --C o w ( wia Tu 4 alc Ei•-•4 � r- RECEWED AUG 212000 PEflMIT CENTER DATE: SCALE: DRAWN BY: PROJECT No.: v7 z 0 Z y � z Q 0 > 1-• J W W Vf F- F— Z 0 CG LL W ce 0 0 Es- in in 08.14.08 SHEET: m N N co rn 0 LL Ln N Ln co 0 s w 1/2 A400 A VID fb,c TMB0801a 15 of 51 EXISTING ,19 - t i 1 I EXIT' /\ / \ \/ /\ W 1 \ / '� 7 MICRO R R 7 / / „9 -,OI L. REP. TEMPERED / \ / f STOREFRONT // � / \ � / / / _ - f (F -2 GLAZING / / \ ////- EXISTING TEMPERED / \ STOREFRONT GLAZING = f / / / ir LINE OF NEW 1 / \r BAGKWRAP �, / 1 / f / / r/ 1 / / t 1 Pr / BIN -- { {GWI T I \/ U Ff e7 1 ,19 - t /\ / \ \/ /\ W %\ \LY \ / MICRO R R o \,,,. REP. SCALE: 1/4 " =1' -0" I' -4 3/4" I' -4 3/4" INT. ELEV. - KITCHEN INT. ELEV. - MGR. DESK SCALE: I/4 "= I -0" 9 O 0 0 do cl 1/2" TEMPERED STOREFRONT GL AZING - -- --�1 12" HIGH STOREFRONT GLAZING BASE x TC I 0 INTERIOR ELEVATION INTERIOR ELEVATION l INTERIOR ELEVATION '1 If GRAPHIC ■ i y 11 i i i INTERIOR ELEVATION 0 0 0 0 LINE OF NEW GASHWRAP 1/4" SEE EXISTING PAIR OF STOREFRONT GLASS DOORS 1 5 - CD x SCALE: 1/4"=1'-0" SCALE: 1/4"=1 SCALE: I/4 "= I' -O" BPI SCALE: 1/4"= I' -O" �'— I/2" TEMPERED STOREFRONT GLAZING 12" HIGH STOREFRONT GLAZING BASE (V CODS COMPLIANCE APPROVED SEP 2 4 2008 CItY Of Tukwila ILDINgPWISI r ECEWED AUG 21 2000 PERMIT CENTEP COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. t0 0 O p p O Ol co < co m m w J "- w • LL W . m Ce v N • 004- 00 .a m m O w E O " +' rNi i— DATE: G ,: {: -;1611 SCALE: DRAWN BY: 9514 08.14.08 SHEET: Z 0 H W J W CC 0 W 1-m Z 1/4"=1'-0" - Dvtw +bvE! A50.O PROJECT No.: TM150801c1 14 of act F+1 480 998 7223 CONSULTING ENGINEER NOT USED 4' -3" oe"*.i'N/"W"\"'N/WL/' PROVIDE IS" VERTICAL GRAB BAR. UNI -SEX TOILET ROOM ELEVATIONS ACCESSIBLE DRINKING FOUNTAINS. SEE PLUMBING DRAWINGS. 2 '_ 3 " B -2 DRINKING FOUNTAIN ELEVATION SCALE: 1/2" = 1' -0" 5V -I) (5V -I 1 1/2" DIA STAINLESS STEEL P -2 ( 1/2" (5) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. GRAB BAR MOUNTING DETAIL L I' -c1 1/2" ( —J ML ,I I 20 GA. TRACK SECURED TO STUDS GRAB BAR NOTES: THE STRUCTURAL STRENGTH OF GRAB BARS SHALL MEET THE FOLLOWING SPECIFICATIONS: (I) BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 lb? (1112N) SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. (2) SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF 250 lb? (1112N) SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OP THE GRAB BAR. IF THE CONNECTIONS BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT 15 CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. (3) SHEAR FORGE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 IbP (1112N) SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. (4) TENSILE FORGE INDUCED IN A FASTENER BY A DIRECT TENSION FORGE OF 250 lb? (11I2N) PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 lb? (1112N) SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. SCALE: 1/2" = I' -O" SCALE: 1/2" = 1' -0" DRINKING FOUNTAI N� z 5 CLR'SPACE FLOOR DRAIN, SEE PLUMBING DRAWINGS, TYP. NOTE: SEE 4/A502 FOR ACCESSORY d FIXTURE MOUNTING HEIGHTS ACCESSORIES I. FRAMED MIRROR: BOBRICK 8- 1652436 2. WASTE RECEPTACLE: BOBRIGK 13-211 3. SEAT COVER DISPENSER: BOBRIGK B -221 4. GRAB BAR: BOBRICK B- 1612 5. PAPER TOWEL DISPENSER: BOBRICK B -2860 6. TOILET PAPER DISPENSER: BOBRIGK B- 16857 PAPER TOWEL DISPENSER TOILET PAPER DISPENSER HIGHEST WASTE OPERABLE PART / RECEPTACLE OF ACCESSORY MAX O UNI -SEX TOILET ROOM 1 - 611 3' -0 MIN. 3' -6" MIN. GLR. 5' - O" MIN. GLR. WALL MOUNTED LAVATORY WITH SOAP DISPENSER GRAB BAR SEE DETAIL 5/A300. SEAT COVER DISPENSER /' -I 1/4" MOUNTING HEIGHTS FOR TOILET ACCESSORIES 0 AND PLUMBING FIXTURES SCALE: 3" = I' -O" x » 5' -O" N n GLR. `I I � I 1 r — + FRAMED MIRROR WATER CLOSET- I E1 3 1 ENLARGED PLAN - MEN'S & WOMENS TOILET ROOMS SCALE: 1/2" = VERIFY 2' -5 "CLEAR MINIMUM AT TYPICAL FIXTURE 1c1 .1 ACCESSIBILITY SIGNAGE GLR SPACE TYPICAL / I' -6" AT ACCESSIBLE FIXTURE CORRECTION 1)o84-1110 tem 1O Ge COD's co V D APPRO s.? 2A 2.0 SCALE: N.T.B. v1 Emsi RECEIVED SEP, 1 8 2008 PERMIT CENTEI COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. DATE: SCALE: 9514 a W ig co at ga C V � � b. 40 4 5 O w as V12 Tu in 2 co 17 1/4"=1'-0" 08.14.08 SHEET: 2 O mall Cie a W O livil di y WO 12C < Z � WI— IIJ SEP is '09 DRAWN BY: DAviD _Hovey A501 PROJECT No.: TM130801 15 of 301 NOT USED 4' -0" 4" ML- I UNI —SEX TOILET ROOM ELEVATIONS ACCESSIBLE DRINKING FOUNTAINS. SEE PLUMBING DRAWINGS. 6 A'101 2' -8" DRINKING FOUNTAIN ELEVATION SCALE: 1/2" = I' -0" 0 i in c5) C ML -I 1 cv I 1/2" DIA STAINLESS STEEL SV -I P -2 �I 1 /2" (5) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. GRAB BAR MOUNTING DETAIL I I Li I' -' 1/2" ML -I 20 GA. TRACK SECURED TO STUDS GRAB BAR NOTES: THE STRUCTURAL STRENGTH OF GRAB BARS SHALL MEET THE FOLLOWING SPECIFICATIONS: (I) BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 lb? (1112N) SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. (2) SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF 250 lb? (1112N) SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR. IF THE CONNECTIONS BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. (3) SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 lb? (1112N) SHALL. BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FAST OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. (4) TENSILE FORGE INDUCED IN A FASTENER BY A DIRECT TENSION FORGE OF 250 lb? (1112N) PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 lb? (1112N) SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. Rr SCALE: 3" = 1 -0" SCALE: 1/2" = I' -0" SCALE: 1/2" = I' -0" PRINKING FOUNTAIN HIGHEST OPERABLE PART OF ACCESSORY cV 0 h Zto m r 5 GLR SPACE FLOOR DRAIN, SEE PLUMBING DRAWINGS, TYP. NOTE: SEE 4/A502 FOR ACCESSORY FIXTURE MOUNTING HEIGHTS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER WASTE RECEPTACLE ACCESSORIES: I. FRAMED MIRROR: BOBRICK 13- 1652436 2. WASTE RECEPTACLE: BOBRICK 13-21 3. SEAT COVER DISPENSER: BOBRICK B -221 4. GRAB BAR: BOBRICK 13-1612 5. PAPER TOWEL DISPENSER: BOBRICK 8 -2860 6. TOILET PAPER DISPENSER: BOBRICK 5- 16851 6" MAX T J I - 6 " WALL MOUNTED LAVATORY WITH SOAP DISPENSER GRAB BAR. SEE DETAIL 5/A600. SEAT COVER DISPENSER 0 UNI —SEX TOILET ROOM 3' -0" MIN. 1 5' -0" MIN. CLR. 1' -I 1/4" 3' -6" MIN. C.L.R. MOUNTING HEIGHTS FOR TOILET ACCESSORIES AND PLUMBING FIXTURES L (I C15 D 0 0 FRAMED MIRROR WATER CLOSET I' - 3" VERIFY 2' -5 "CLEAR MINIMUM AT TYPICAL FIXTURE 1E1 L I C 1 5 1 - I V ENLARGED PLAN — MEN'S & WOMENS TOILET ROOMS 2'-6"X4'-0" CUR SPACE ACCESSIBILITY SIGNAGE Iii C COMPLIANCE. APP ROVED SU 2 4 2000 Ci ty O � oc 1a 110 ni I' -3" TYPICAL / I' -6" AT ACCESSIBLE FIXTURE SCALE: 1/2" = 1' -0" RECEIVED AUG 21 2008 PERMIT CENTER SCALE: N.T.S. COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. DATE: SCALE: 0 U 01 0 t 9514 0o ea Go PA. 2 al fie 16 `- 11 3 u 1' vlo v ■ E oo u In 00 N E■ z 0 08.14.08 SHEET: THSO501 Z a O i 10, o a W N J O o?� Vi4 W O ta9 Z Liu W d u) N Ln Co Cu 0 N E • co u d Q1 � O v1 CO u + in E- AUG 14 'OS 1/4 " =1' -0" DRAWN BY: J7. ikvtD &:v y A501 PROJECT No.: / 2 0 0 0 ()NOT USED ■ I 2 ] 3 ] AT NON- FIRE -RATED CONSTRUCTION CEILING PER PLANS (WHERE OCCURS) TWO SIDES: PROVIDE FINISH MATERIALS TO UNDERSIDE OF DECK. 15/5" X 20 GA. METAL STUDS @ 16" O.G. 3 5 /5" X 20 GA. METAL STUDS g 16" O.G. 6" X 20 GA. METAL STUDS @ 16" O.G. 3 5/8" X IS GA. METAL STUDS ® 16" O.G. ONE SIDE: PROVIDE FINISH MATERIALS TO UNDERSIDE OF DECK PARTITION / WALL DESIGNATIONS METAL STUDS INSULATION IF NOTED SCALE: I = 1' -0" ONE SIDE: PROVIDE FINISH MATERIALS AND INSULATION TO 6" ABOVE UNDERSIDE OF CEILING, OR TO 12' -0" A.F.F. WHERE NO CEILING OCCURS. 5 /8" TYPE "X" GYPSUM BOARD. TAPE, SAND, PREPARE FOR FINISH PER SPECS. USE W.P. 'GREEN' GYP. BD. IN ALL AREAS WITH POSSIBLE EXPOSURE TO MOISTURE. NOT USED n 6 I 7_1 TWO SIDES: PROVIDE FINISH MATERIALS AND INSULATION TO 6" ABOVE UNDERSIDE OF CEILING, OR TO 12' -0" A.F.F. WHERE NO CEILING OCCURS. NOTE: DECK AND SUPPORTING STRUCTURE SHOWN SCHEMATICALLY. SEE DETAILS FOR ACTUAL CONFIGURATION, TYPICAL. OPTION FOR PARTIAL HEIGHT FRAMING, WITH BRACING 6" X 20 GA. METAL STUDS ® 16" O.G. ONE SIDE: PROVIDE FINISH MATERIALS TO UNDERSIDE OF DECK, PROVIDE INSULATION TO 6" ABOVE UNDERSIDE OF CEILING, OR TO 12' -0" A.F.F. WHERE NO CEILING OCCURS. / METAL STUDS 3 5/8" X 20 GA. METAL STUDS @ 16" O.G. 3 5/5" X 15 GA. METAL STUDS @ 16" O.G. INSULATION IF NOTED SCALE: I" = 1' -0" / 5/5" TYPE "X" GYPSUM BOARD. TAPE, SAND, PREPARE FOR FINISH PER SPECS. USE W.P. 'GREEN' GYP. BD. IN ALL AREAS WITH POSSIBLE EXPOSURE TO MOISTURE. ONE SIDE: NO FINISH MATERIALS. FASTENERS: AT PLYWOOD FLOOR (MIN. 3/4" GDX): PROVIDE (2) NO. S X 3/4" WOOD SCREWS AT 24" O.G. MAX. STAGGERED FOR (I) LAYER GYP. BD. EACH SIDE, 16" O.G. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. AT GIP CONCRETE FLOOR: PROVIDE HILTI X -DNI .145 "4 X I" EMBED (POWDER - ACTUATED FASTENERS PER ES REPORT ESR -1663) AT 24" O.G. MAX. STAGGERED FOR (I) LAYER GYP. BP. EACH SIDE, 16" O.G. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. AT POST - TENSIONED CONCRETE FLOOR: PROVIDE HILTI X -DNI .14542 X 5/4" EMBED (POWER - ACTUATED FASTENERS PER ES REPORT ESR -1663) AT 24" O.G. MAX. STAGGERED FOR (I) LAYER GYP. BD. EACH SIDE, 16" O.G. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. 20 GA. MIN. TRACK uX-..`, aM. Ga1�;: �: �1. La. aae�Lian4 .t,"rJYd:der,:a:f:,lxa AT ALL ACOUSTICAL PARTITIONS (PARTITIONS CONTAINING ACOUSTICAL INSULATION), APPLY A FILLET OF ACOUSTICAL SEALANT AT BOTTOM CORNER OF TRACK, EACH SIDE, PRIOR TO APPLICATION OF GYP. BD. PARTITION — TO—FLOOR CONNECTION FOR SEISMIC SITUATIONS ONE SIDE: PROVIDE FINISH MATERIALS AND INSULATION TO 6" ABOVE UNDERSIDE OF CEILING, OR TO 12' -0" A.F.F. WHERE NO CEILING OCCURS. / I 1 8 1 9] E ONE SIDE: NO FINISH MATERIALS. OPTION FOR PARTIAL HEIGHT FRAMING, WITH BRACING 3 5/8" X 20 GA. METAL STUDS ® 16" O.G. 6" X 20 GA. METAL STUDS ® 16" O.G. 3 5 /S" X 18 GA. METAL STUDS ® 16" O.G. METAL STUDS (PER ES REPORT 4g43P), MAX. HEIGHT 20'0 ". FINISH MATERIALS VARY (MAX. WEIGHT EQUAL TO (2) LAYERS GYP. BD. EACH SIDE PLUS APPLIED FINISHES SCALE: 3" = I' -O" I FI 5/5" TYPE "X" GYPSUM BOARD. TAPE, SAND, PREPARE FOR FINISH PER SPECS. USE W.P. 'GREEN' GYP. BD. IN ALL AREAS WITH POSSIBLE EXPOSURE TO MOISTURE. METAL STUDS FIBER CEMENT BACKERBOARD INSULATION IF NOTED EXPANDED METAL TO STRUCTURE, SCREW TO STUDS 12" O.G. VERT. 8" O.G. HORIZ. A TWO SIDES: PROVIDE FINISH MATERIALS AND INSULATION (WHERE OCCURS) TO UNDERSIDE OF CEILING. 3 INSULATION DESIGNATION EXISTING VU INSULATION DESIGNATION AT FIRE -RATED CONSTRUCTION I t I BATT THERMAL INSULATION PARTITION — TYPE LEGEND AS NECESSARY -'HIM NEW I 1/2" RIGID INSULATION 4,‘ -de^ Pr NEW 5/8" GYPSUM BOARD- ∎i NO INSULATION BATT ACOUSTICAL INSULATION N AT NON - FIRE -RATED CONSTRUCTION A 3 GMU WALL ASSEMBLY THE PARTITION - TYPE DESIGNATION OR WALL - TYPE DESIGNATION IS A THREE (5) UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION, AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITION/WALL VERTICAL CONFIGURATION OF PARTITION / WALL SCALE: N.T.S. SCALE: I" = I' -0" vk 010 09. AIRS S 40uk� SZ�. RECEIVED . AUG21 PERMIT CENTE SCALE: S" COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. Emai ca co o 0 rn co < Ln rn co LI rn tn w w L t . t— ▪ m • rn v N 65 00 tnm 0 t N E �.+. O N N - I— DATE: 9514 oo co oo Cn 411 C =t00 V� + 40 o u15 M ,w _ VI a co N I- to z O 08.14.08 SHEET: SCALE: ' f DRAWN BY: 1/ vu J I bv/ A6 0 0 PROJECT No.: AS SHOWN AUG 14 03 H W Z Q 0 =11 In v CU a Ln • N a co O C N _NCY E L Q U O d Q a N Z - 0 00 En to m ;- to H as g g v W fu • 3 a '" l7 = O to F- O TMBO60I 16 of' Sci 2 n m I O 0 O 0 0 AT n o o �aa LLVI VI SNOT USED NOT USED FRP BOARD CAULKED TO WALL WITH ..1-MOLDING AT TOP OF PANEL BRUSHED STAINLESS METAL TRIM WATERPROOF MEMBRANE WHERE SPECIFIED GYP BD COVED SHEET VINYL BASE SHEET VINYL EXISTING CONCRETE PAD SHEET VINYL BASE — TOILET ROOMS SCALE: 6" = ...°" SCALE: SCALE: I" = SCALE: I" = I' -0" ri•RESILIENT COVE BASE — BACK OF HOUSE SCALE: 6" = I NOT USED NOT USED -GYP. BD. COVED RESILIENT BASE VGT FLOORING EXISTING CONCRETE PAD SCALE: I" = I' -0" SCALE: I" = I' -0" WOOD BASE -WOOD OR METAL BLOCKING AS NECESSARY FOR FASTENING OF BASE -TOP OF HAW FLOORING OR CARPET WOOD BASE — SALES AREA G.G. NOTE: G.D. SHALL KEEP TRENCHING TO A MINIMUM TO PROVIDE STUB -UPS FOR ALL. FIXTURES. `i;il j��Q p° 2�o �� ft Errzi 11111 120% 19) NOT USED d' • GYP. BD. EXISTING CONCRETE PAD 86" MAXIMUM \ SLAB DOWELING AT TRENCH EXISTING SLAB ON GRADE AS OCCURS SAW GUT AND REMOVE EXISTING SLAB FOR TRENCH AS REQUIRED CONCRETE SLAB ON GRADE TO MATCH DEPTH OF EXIST., WITH #5 BARS AT 16" O.G. EACH WAY AT MIDDLE DEPTH OF SLAB. DRILL 4 EPDXY 6" INTO EXIST. SLAB. LOCATE CONDUIT ABOVE VAPOR BARRIER �oQ i s .1 COMPACTED FILL AS REQUIRED VAPOR BARRIER TO MATCH EXISTING SCALE: 6" = SCALE: N.T.S. SCALE: I" = I' -O" TILE GRID CEILING. SEE RCP • br -i. ti • P -2 • • • \ • TENANT WALL FINISH ( P -5 ) FLOOR FINISH (CPT -2) ° ALIGN v, w I- DETAIL AT PAINT LINE EXISTING CONCRETE PAD MALL STOREFRONT BULKHEAD SECTION WALL FINISH FLOOR FINISH ( CPT -I ) TRIM BY MILLWORK VENDOR LEASE LINE LOCATION OF FLOORING MATERIAL CHANGE PER PLANS 4 1/45K LENGTH OF BUILT -UP y (TAPERED) AREA VARIES. SLOPE MAY NOT EXCEED I /8" PER FOOT THINNER FLOORING TO RISE TO MEET THICKER FLOORING BY GRADUAL THICKENING OF THIN FLOORING OR BY USING A TAPERED FILL BENEATH THINNER FLOORING BUILD —UP OF THINNER FLOORING TO MEET THICKER FLOORING EXISTING MALL BULKHEAD A.F.F. MALL BULKHEAD S 5/8" x 20 ga. METAL STUD FRAMING o 16" 0.G. (TYP) EXISTING METAL STUD STOREFRONT FRAMING UNDER SEPARATE PERMIT - EXISTING PEARLESGENT METAL CLADDING OVER STOREFRONT UNDER SEPARATE PERMIT FIRE TREATED WOOD BLOCK 10' -O" A.F.F. EXISTING SOFFIT HEIGHT EXISTING STOREFRONT GLAZING UNDER SEPARATE PERMIT SCALE: 6 = I' -0" VvV p LIP O ► N DE COMPLIANCE APPROVED SEP 2 4 2008 City Of Tukwila g I DIN,.. lvisio SCALE: 6" = I' -O" RECEIVE' AUG 2aas PERMIT CENTS SCALE: I" = I' -O" 9514 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and /or monetary liability. DATE: SCALE: lD 0 o 0 00 rn � < Ln rn DO w w W ` I m L+L I— M LLI ". IM N O U m o w N trl G N N F oo co 2 to oo L.201 h. C to0 V m al 40 .0 .Z. 0 w to u1 co 5hI .... z 0 08.14.08 SHEET: AS SHOWN DRAWN BY: T/svtD flovy A7 0 0 PROJECT No.: TMB0801 q In 0 ro CC� N N CU CO _ lf1 a C O p {/1 N o a, Z i F AUG 14 '06 Q w cn a'" �a • O tQ c C PI O 0 cv ao rn rn 0 00 d' I— E: u U I"1 oP Sa I- f I O O m 0 - m o tO S CI TT o o n o FAaJ LIgo lW° NOT INSTALL TRANSITION STRI PER MANUFACTURERS SPECIE ATI ONS SALES AREA FRAME ENTRANCE MAT IVi ViVIII VII I II 01111111 4 a 4 NOTE: INSTALL T NSITION STRIP PER MANUFA , TURERS SPECIFICATIONS CARPET Q I 4 4 . DOOR SILL DETAIL Q 4 •. ENTRY MAT TO WOOD FLOOR N CARPET TO SHEET VINYL FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAIL II /SALES AREA SEALANT CEMENT, T I OUS UNDERLAYMENT WOOD FLOORING EXISTING CONCRETE SLAB ON GRADE FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAIL TOILET ROOM . r OOR 140 SHEET VINYL 2" X I/2" MARBLE 7. ,.....---- THRESHOLD PIECE STRIP CENTERED UNDER DOOR. 4 y G EXISTING CONCRETE SL SCALE: N.T.S. AT DOOR OPENING: TRANSITION UNDER DOOR LEAF. LOCATE AS SHOWN DEPENDING UPON DOOR LEAF LOCATION AT CASED OPENING: TRANSITION AT END OF JAMB AS LOCATED ON PLANS SCALE: N.T.S. SCALE: 6" = I' -O" N NOTE: INSTALL 1 RANSITION STRIP PER MANUFACTURERS SPECIFICATIONS X k FOR EXACT LOCATION T DOOR OR CASED PENING, SEE DETAIL SEALANT WOOD FLOORING CEMENT' TIOUS UNDERLAYMENT ENTRY THRESHOLD - MALL TO WOOD SCALE: N.T.S. FOR EXACT LOCATION AT DOOR OR CASED OPENING, SEE DETAIL NOTE: INSTALL TRANSITION STRIP PER MANUFACTURERS SPECIFICATIONS 10 SALES AREA CARPET HALLWAY • Q 4 OR ti t 1 f 1 1 f t 1 1 CPT- EXTERIOR OR CORRIDOR SMOKE GASKET SWEEP °v . • . •o . j FOR EXACT LOCATION AT DOOR OR CASED OPENING, SEE DETAIL NOTE: INSTALL TRANSITION STRIP PER MANUFACTURERS SPECIFICATIONS '. ow* *mut sou CARPET TO VCT 4 5 "• ° v. 5" .. ° FOR BUILD -UP OF THINNER FLOORING TO. ALIGN WITH THICKER FLOORING, SEE DETAIL APIO : FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAIL EXTERIOR SMOKE GASKET SWEEP LOW PROFILE ALUM. THRESHOLD EXISTING CONGR SLAB ON GRADE ° REAR DOOR THRESHOLD AT VCT HALLWAY OR v SCALE: N.T.S. ° BACK OF HOUSE CARPET NOSING VCT FLOORING EXISTING CONCRETE SLAB ON GRADE FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAIL HALLWAY AREA OR BACK OF HOUSE DOOR IN CLOSED POSITION LOW PROFILE ALUM. THRESHOLD ````431%'""‘T"'V\``` \ `. flit b #1 - Hi L 'i:'btltEft MUM CPT- • p v 1. • EXISTING CONCRETE SLAB ON GRADE SCALE: N.T.S. FOR EXACT LOCATION AT DOOR OR CASED OPENING, SEE DETAIL NOTE: INSTALL TRANSITION STRIP PER MANUFACTURERS SPECIFICATIONS SALES AREA fEtisflfli�lffel f *Mtn ilini SMOKE GASKET SWEEP ® ENTRY THRESHOLD - MALL TO CARPET SCALE: N.T.S. 11 ' f i g I ' � f IIII � II► II II ►. ogit 1 1 • NO \INSTALL TRANSITION STRIP ER MANUFACTURERS SPEC I F I C?AT I ONS 1il`GI�l: k1 ENTRY MAT TO CARPET EXISTING CONCRETE SLAB ON GRADE NOTE: INSTALL - - NS ITION STRIP PER MANU CTURERS SPEC. I F IGATI ONS SALES AREA CEMENT I UNt✓ 1. ,4 ''" k T AS NECESSARY TO AL GN CARPET CRUSH LINE WITH TOP OF WOOD FLOORING - CARPET WOOD FLOOR TO CARPET FOR EXACT LOCATION AT DOOR OR CASED \OPENING, SEE DETAIL NOTE: INSTA L TRANSITION STRIP PER MA UFAGTURERS SPECIFICATIONS SMOKE GASKET SWEEP n a • . 5 ° v 1/4" FOR EXACT LOCATION O T DOOR OR CASED PENING, SEE DETAIL NOTE: INSTALL NSITION STRIP PER MANUF,A SPECIFICATIONS \ \ FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAIL DOOR IN CLOSED POSITION FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAI EXTERIOR LOW PROFILE ALUM. THRESHOLD EXISTING CONCRETE SLAB ON GRADE SALES AREA F '" EEL TRIM FASTENED TO SUBSTRATE WOOD FLOORING a SCALE: N.T.S. FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAIL a HALLWAY LOW PROFILE ALUM. THRESHOLD EXISTING • - NCRETE SLAB ON G' DE R 11■�►�' ■' ■"16• '1∎∎•∎∎NL \. ■�.��. ' -',► non XIYa klsflEtblJfi t fb�'1g11i.�lstb EXISTING CON SLAB ON GRAD REAR DOOR THRESHOLD AT CARPET 17 V SCALE: N.T.S. ETE SMOKE GASKET SWEEP ENTRY THRESHOLD - EXTERIOR TO MAT SCALE: N.T.S. ENTRANCE MAT NI IVII 1'11111 I\i1I11IIIV11 v 4 HALLWAY OR FOR EXACT LOCATION AT DOOR OR CASED OPENING, SEE DETAIL NOTE: INSTALL TRANSITION STRIP PER MANUFACTURERS SPEC IF IGATI ONS BACK OF HOUSE VCT FLOORING CT- 4 a SI 4 . II 4 VCT TO SHEET VINYL a ' FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAIL ° • FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAIL CARPET 4 EXTERIOR LOW PROFILE ALUM. THRESHOLD 4 • v EXISTING GONGS E SLAB ON GRADE SCALE: N.T.S. FOR BUILD -UP OF THINNER FLOORING TO ALIGN WITH THICKER FLOORING, SEE DETAIL TOILET ROOM -- POOR IN CLOSED POSITION 2" X 1/2" MARBLE THRESHOLD PIECE STRIP CENTERED UNDER DOOR. 2IlLl.4�.P�� SHEET VINYL EXISTING CONCRETE SLAB ° SCALE: N.T.S. tun inn CODE COMPLIANCE APPROV SE? 2 fin C1� Of TL11CW1l j �N I N ECERVED AUG 21 2008 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. w 0 o 0 tO co ton rn m m w J ••• • ▪ • w M E al v N O u m m 0 t N 1 o N • + DATE: 9514 Z 0 N 08.14.08 SHEET: SCALE: I i DRAWN BY: 4AD t10Vy A7 01 PROJECT No.: / AS SHOWN I TMB0801cl IS of Soi Z ID 0 d I tr 0 VI VI O HOLLOW METAL FRAME — DOOR JAMB SCALE: 6" = I' -O" PARTITION -TYPE VARIES PARTITION -TYPE VARIES HOLLOW METAL FRAME — DOOR HEAD 3� SCALE: 6" = 1' -O" NOT USED SCALE: I" = I' - 3 N STN TO CONCRETE SLAB r„, f`1 F ACRYLIC PANEL BASE & HEAD NOT USED NOT USED GLAZ I N CHANNEL NUT 1 5/5" UNISTRUT CHANNEL SLOTTED. PS IQ O OR EQ. ABOVE CEILING. 5/8" TH E'ADED / ROD # HTHRO5O TO DECK OR STRU URE ABOVE. 6' -• O.G. MAX LAY -IN CLG. T EL Y Ni BI' 11 SYLEMARK ACRYLIC PANEL ALLUMINUM GHANEL SYSTEM BY SYLEMARK SCALE: 6" = 1' -0" SCALE: I" = I' -O" SCALE: I" = P -O" EXIST. ROOF DECK- EXISTING BAR JOIST. (VERIFY CONDITIONS) N N FOR WALLS TO 10' -0" - BRACE WITH 3625139 -33 AT 8' -O" O.G. MAX. ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE. FOR WALLS TO 15' -0" - BRACE WITH DOUBLED 362513'1 -33 AT 5' -O" O.G. MAX. ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL. FASTEN DOUBLED STUDS TOGETHER WITH NO. 5 SCREWS AT 24" O.G. MAX. O SECTION ACROSS PARTITION TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE FOR SEISMIC SITUATIONS NOT USED / \✓ N N N N VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. 3" X 3" X 3" ANGLE (20 GA. MIN.), FASTENED TO TRACK AND BRACE PER DETAIL AT RIGHT 20 GA. MIN. TRACK (PER ES REPORT ESR -1042) METAL STUDS, GUT 1/2" SHORT FOR I/2" DEFLECTION FINISH MATERIALS VARY (MAX. WEIGHT EQUAL TO (2) LAYERS GYP. BD. EACH SIDE PLUS APPLIED FINISHES) 70S t 0 (2) # TEK SCREWS EACH SIDE (4) #10 TEK SCREWS AT EACH CONNECTION. 3 5/5" X 20 GA. METAL STUD BRACING. CLIP BEND ATTACHMENT TO STRUCTURE ABOVE SCALE: N.T.S. EXIST. ROOF DECK 1/4" TEL PLT. EACH CONN. EXIST. BAR JOIST. (VERIFY CONDITION) --) CONT. 20 GA. TOP TRACK ATTACH TO STEEL 'L' W/ (I) HILTI EDN OR EDS SHOT PIN. (I.G.B.O. #4313) CD SECTION ACROSS BRACING VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. AT SINGLE BRACE - FASTEN ANGLE TO BRACE WITH (3) NO, 5 SCREWS, AT DOUBLE BRACE - FASTEN DOUBLE BRACE TO BOTH ANGLES WITH (6) NO. 5 SCREWS THROUGH BRACE AND BOTH ANGLES AT SINGLE BRACE - FASTEN ANGLE TO TRACK WITH (4) NO. 6 SCREWS AT DOUBLE BRACE - FASTEN (2) ANGLES TO TRACK WITH (4) NO. 5 SCREWS AT EACH ANGLE (2) 3 /b" HARDENED STEEL 'U' BOLTS @ EACH CONN. SCALE: 3" = I' -O" SCALE: 3" = I' -O" 2" X 2" X /4" METAL '1...' 6' - O.G. ATTACH TO TOP CHORD OF EXIST. BAR JOISTS. (VERIFY CONDITION) 3 5/5" x 20GA. METAL STUD FRAMING. SEE FLOOR PLAN. ECEWED AUG 21 2008 PERMIT CENT &FF ATTACHMENT TO STRUCTURE ABOVE SCALE: N.T.S. 0 0 0 0 w C O al m u.im w W ` — m i- • w m O H N • m m 0 w ill E 0 N + t- DATE: SCALE: DRAWN BY: PROJECT No.: 9514 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. co 41 00 6 ,201 Co V IMP 40 O CU 15 VI — 0 Vy . r•F- z 0 08.14.08 SHEET: AS SHOWN AUG 14 roe DAN(3) iOV A702 TMBOSOIa Iq of act N 3/4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE. b• MAX HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER GROSS TEE A PERIMETER SUPPORT NOT USED l -2X2 CLOSURE ANGLE, MIN. SEE NOTE AT TOP. STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR GROSS TEE (SUSPENSION SYSTEM) HEAVY DUTY -5/8" GYP. BD. A PERIMETER SUPPORT I -12 GA. MIN. HANGER WIRES AT 4' -0" O.G. EACH DIRECTION - NO MORE THAN 1:6 OUT -OF- PLUMB. TYP. FASTEN TO STEEL FRAMING, WOOD FRAMING, CONCRETE STRUCTURE, CONCRETE DECK, OR STEEL DECK PER ES REPORT 4011 (ITEM 2.2.2), OR PER GISGA 5 -4 (FIGURES 2, 3, 4, AND 5). WIRE LOOPED AND fir .--- WRAPPED AROUND ITSELF 3 TIMES MIN. AT EACH END OF HANGER WIRE COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C655 AND GG656. COMPLY WITH ALL ADDITIONAL PROVISIONS OF IBC SECTION 1621, ASGE 1.6.2.6, AND GISGA 3 -4. O GENERAL SUPPORT FASTEN TO FRAMING OR DECK PER ES REPORT ER -4011 (PARA 2.2.2), OR PER GISGA 3 -4 (FIGURES 2, 5, 4, AND 5). 12 GA. MIN. HANGER WIRES, RODS, OR FLATS - MAX. 4' -0" O.G. AND NO MORE THAN 6" FROM MAIN RUNNER ENDS 2" X 2" SHEET METAL ANGLE GRID -TYPE SUSPENSION SYSTEM MIN. FROM MASONRY OR CONCRETE WALLS COMPLY WITH ADDITIONAL PROVISIONS OF IBC SECTION 2508 SCALE: I" = 1' -0" WHERE HANGER WIRES ARE MORE THAN 1:6 OUT -OF- PLUMB, PROVIDE COUNTER- SLOPING WIRE TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS MAINTAIN HANGER WIRE SPACING AND CAPACITY BELOW OBSTRUCTION ACOUSTICAL CEILING PANELS 000 INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS IN IBC SEISMIC DESIGN CATEGORY C, D, E, AND F AT FRAMING INTERSECTION: FOUR WIRES SPLAYED 10° (IN PLAN) F ROM EACH OTHER. LOOP AND WRAP EACH END OF EACH WIRE AROUND ITSELF 4 TIMES. FOR SEISMIC DESIGN CATEGORY G AND D USE 12 GA. WIRE. FOR SEISMIC DESIGN CATEGORY E AND F USE 4 ;16A. WIRE. INSTALLATION OF SUSPENDED GYP. BD. CEILING (IBC) (USING GRID SUSPENSION SYSTEM) 11/2" G.R. CHANNEL AT 48" O.G. 1/2" EMT. COMP. STRUT TIGHT TO STRUGT. ABOVE. GOMPESSION STRUT REQ'D. AT EA. SEISMIC RESTRAINT 12' -0" O.G. EA. WAY. FOR SEISMIC. DESIGN CATEGORIES G,D,E, AND F, PROVIDE LATERAL BRACING PER ES REPORT ER- 4011 PARA 2.2.1 WHERE ANY ONE OF THE FOLLOWING CONDITIONS EXISTS: C3030GB - -THE CEILING IS NOT ATTACHED TO WALLS AT ALL SIDES, -WHERE BRACING WALLS ARE MORE THAN 50' - 0" APART IN BOTH DIRECTIONS, B WHERE CEILING PROVIDES - - , COMPRESSION STRUTS f WITHIN 4" OF BRACING WIRES 5/8" TYPE "X" GYPSUM BOARD WITH TAPED JOINTS SANDED SMOOTH. AIR TERMINALS AND SERVICES WEIGHING BETWEEN 20 AND 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE, BY TWO 12 GA. TAUT OR SLACK WIRES LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS. SHALL BE CONNECTED TO STRUCTURE ABOVE, BY TWO 12 GA. TAUT OR SLACK WIRES - PENDANT -HUNG LIGHT FIXTURES AND ALL OTHER LIGHT FIXTURES, AIR TERMINALS AND SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL FRAMING, MASONRY, OR CONCRETE USING APPROVED HANGERS LIGHTING FIXTURES, AIR TERMINALS, AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM @ LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT @ LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF D EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF @ SPRINKLER HEADS 20 GA. 3 5/8" STUD COMPRESSION STRUT FASTENED TO MAIN TEE AND TO STRUCTURAL FRAMING OR CONCRETE (2 STUDS NESTED AT PLENUMS GREATER THAN 6' -O ) ANCHOR TO STRUCTURE ABOVE. 5/4" EMT SCALE: N.T.S. 8 GA. VERTICAL HANGER WIRES ® 48" O.G. EA. WAY. DASHED LINE INDICATES 5/52" HOLE DRILLED FOR BOLT AND LOCK NUT AFTER CEILING IS LEVELED (4) 8 GA., 45° SPLAY WIRES AT EVERY STRUT, 12' -0" O.G. EACH WAY. 1/8" METAL HAT CHANNELS AT 16" O.G. PERPENDICULAR TO G.R. CHANNELS. STRUT AT GYP. BD. CEILING DETAIL SCALE: N.T.S. FOUR 12 GA. MIN. WIRES SPLAYED 10° IN PLAN) FROM EACH OT R. EACH END OF EACH WI - • TO BE LOOPED AND WRAP D AROUND ITSELF 4 TIM MIN. COMPRESSION STRUT FASTENED TO MAIN TEE AND TO STRUCTURAL FRAMING OR CONCRETE NOT USED LOCATE B AT 12' -0" O.G. EACH DIRECTION AND WITHIN 6' -O" OF PERIMETER PARTITIONS V O q A BRACING WIRES WITHIN 2" OF CROSS TEE --COMPRESSION STRUTS WITH 4" OF BRACING WIRES SCALE: I" = 1' - 0" RIGID VERTICAL STRUT, MAY BE STEEL STUD, BLACK IRON, EMT OR OTHER APPROVED EQUAL GOOD FOR UP TO 4' -0" HIGH. 8 GA. WIRE SPLAYED IN FOUR DIRECTIONS ® 45 ® 12' -0" O.G. EA. WAY. 8 GA. VERTICAL WIRE HANGER ® 4' -0" O.G. EA. WAY, TYP. 5/8" GYP. BD. CEILING, TYP. NOTES: I. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER, SHALL BE EXTENDED 4 FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPRESSION INDUCED BY THE IMAGING WIRES. 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0" OR LESS O.G. IN BOTH DIRECTIONS WITH POINTS WITHIN 6' -O" FROM ANY WALL. TYPICAL CEILING SUSPENSION SYSTEM SCALE: N.T.S. PROVIDE CEILING EXPANSION JOINTS AS NECESSARY, DIVIDING CEILING INTO AREAS NO GREATER THAN 2500 SF 8" MAX. EACH ELEVATION O PLAN PO NOT ATTACH TO METAL PECK OR BOTTOM CHORD OF TRUSSES. ATTACH TO EXISTING TOP CHORD OF TRUSSES PER CISCA 0 -2- 3 #I2 WIRES AT EACH CORD ER 5/8' FRT PLYW #8 SCREWS AT 12" O.G. MAX. — ® SECTION ^8 „ 4' -0" 12' -0" MAX. 4' -0" MIN. PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAP THAT ALLOWS CEILING TO MOVE I" IN ALL HORIZONTAL DIRECTIONS BLOCKING AT PENDANT LIGHT SUSPENDED CEILING BRACING UNISTRUT SYSTEM OR TOP CHORD OF TRUSSES PENDANT FIXTURE BELOW 5/8" FRT PLYWOOD A45° U U SUSPENDED CEILING. FINISH FLOOR SCALE: N.T.S. gt COD ca 111P-WW COMPRESSION STRUTS ®12' -0" O.G. EA. WAY 3/8" MIN. CLEAR CROSS RUNNER OR MAIN RUNNER NOTE: TIE TWO ADJACENT WALL TO CEILING MAIN $ CROSS RUNNERS. MIN. 8 GAUGE WIRES. ECEWED AUG 2 1 2008 PERMIT CENTEi SCALE: N.T.S. COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 0 0 01 co rn, Q l.fl co • m Ln w m � I– • m 01 ~ 1 N m c • co m m Ln VI N 0 0 � N DATE: SCALE: 0 U GJ .Q 0 E PROJECT No.: 9514 00 00 2 m00 GO c m O 4 1 / Ihm 4J + o W (5 . ■- N • 00 > N1- 0 tii 08.14.08 SHEET: AS SHOWN DRAWN BY: DOB) 140Vey A7 03 TMBOSOIcf 20 of S `8it1tt ?� SECURITY SHUTTER JAMB - AT INTERIOR WALL xz SECURITY SHUTTER JAMB - AT STOREFRONT NOT USED NOT USED FLOOR MOP SINK 10 GALLON WATER HEATER ON PLATFORM ABOVE LINE OF PLATFORM ABOVE II 11 SEE SHEET AIOO 5/8" TYPE 'X' GYP BD (TYPICAL UNLESS OTHERI WSE NOTED). 3 5/8" X 20 GA METAL STUDS ® 24" O.G. -FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM. MOP SINK / WATER HEATER DETAILS JANITORS CLOSET DOOR BY TENANT G.G. SEE DOOR SCHEDULE. SCALE: I" = I' -O" SCALE: I" = I' -0" NOT USED Ni E: MANUFACTURER TO FIELD VERIFY EXI ING WALL CONSTRUCTION. PROVIDE BLOC*- NG, IF NECESSARY, IN WALL TO ACCOM `.'ATE GRILLE TRACK / HOUSING. SEE GRILL ANUFAGTURER SPECIFICATION FOR MIN. BUCKING REQUIREMENTS. ia) SIDE TRAG PROVIDED a MANUFAGTUI7ER - FASTENER PER MANUFACTURER'S RECOMMENDATION SECTION EXIST 4 G STOREFRONT SYS EM. PAINT P -4 ISTING INTERIOR WALL PER FLOOR PLAN SCALE: I" = I' -0" SCALE: I I/2" = I' -O SECTION OTE: MANUFACTURER TO FIELD VERIFY XISTING WALL CONSTRUCTION. PROVIDE BL0GKING, IF NECESSARY, IN WALL TO AGGOMODATE GRILLE TRACK / HOUSING. SEE GP L MANUFACTURER SPECIFICATION FOR MIN. LOCKING REQUIREMENTS. EXISTING STOREFRONT SYSTEM. PAINT P -4 7 SECURITY SHUTTER ATTACHED TO SOFFIT TE: MANUFACTURER TO FIELD VERIFY EXISTING WALL CONSTRUCTION. PROVIDE BLO IG, IF NECESSARY, IN WALL TO ACCO N DATE GRILLE TRACK / HOUSING. SEE GRILL�MANUFAGTURER SPECIFICATION FOR MIN. B CKING REQUIREMENTS. EXISTING MALL EXTERIOR WALL CEILING HANG. R WIRE ACOUSTICAL CEILING TILE PER PLAN MANUAL SECURITY k ----— GRILLE HOUSING SIDE TR GK PROVIDE BY GRILLE MANUFACTURER FAS TENER PER ANUFACTURER'S RECOMMENDATIONS EXIS ING EXTER tR WALL ELEVATION SCALE: I I/2" = 1' -0 SIDE TRAG PROVIDE r BY GRILLE MANUFAr TURER -EXISTING STOREFRONT SYSTEM. PAINT P -4 SECURITY SHUTTER JAMB - AT EXTERIOR WALL SCALE: I I/2" = I' -O OTE: MANUFACTURER TO FIELD VERIFY (STING WALL CONSTRUCTION. PROVIDE BL CKING, IF NECESSARY, IN WALL TO ACC ODATE GRILLE TRACK / HOUSING. SEE G' . L MANUFACTURER SPECIFICATION FOR MIN. = LOCKING REQUIREMENTS. EXISTING STOREFRONT SYSTEM. PAINT P -4 0141111 . FAA ANU EGO EXISTING MALL EXTERIOR WALL ■ l ER TURER'S ENDATI ONS TRIC NOTE: MANUFACTURER TO FIELD VERIFY EXISTING WALL CONSTRUCTION. PROVIDE BLOCKING, IF NECESSARY, IN WALL TO ACCOMODATE GRILLE TRACK / HOUSING. SEE GRILL MANUFACTURER SPECIFICATION FOR MIN. BLOCKING REQUIREMENTS. SIDE TRACK PROVIDED BY GRILLE ANUFAGTURER CEILING HANG R WIRE ACOUSTICAL CEILING TILE PER PLAN - MANUAL SECURITY GRILLE HOUSING SIDE TRACK PROVIDED BY GRILLE MANUFACTURER SECURITY SHUTTER ATTACHED TO STOREFRONT MANUF EXISTING STOREFRONT \ SYSTEM. PAINT P -4 STING SCALE: I I/2" = I' -O', RIOR WALL WATER HEATER SCALE: 11/2" = I' -O 3 5/8" X 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP BD ON BOTH SIDES. METAL DRIP PAN UNDER WATER HEATER 6" X 16 GA METAL STUDS ® 24" O.G. TO BE USED FOR WATER HEATER PLATFORM. 3 5/8" X 20 GA METAL STUDS W/ FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM AND 5/8" TYPE 'X' GYP BD ON ALL VERTICAL SURFACES. FLOOR MOP SINK ECEWED AUG 21 2008 PERMIT CENTER SCALE: I/2" = I' -O COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. DATE: 0 0 0 00 0 rn 0 < L l col w fn L n w (N1 m 1 : • i-- ▪ m E w rn d ✓ N V O m • o w to E mo rN - I- 9514 oo oo 2 (0 0 ID 0 V O/ o w y. iv 15 . VI co a g 1 0 1 eL eL 08.14.08 SHEET: AS SHOWN AUG 14 Q$ ro ro o N Lt1 - CO V 2 0 0 L O rn o Z co 0 4= SCALE: DRAWN BY: :Avt1 1-IOVEy A704 PROJECT No.: TMBOSOIq 21 of 504 F+1 480 998 7223 CONSULTING ENGINEER I I LINE iil ill OF ACCOUSTIGAL TILE CEILING. SEE SHEET A500. 5/8" TYPE 'X' GYP BD 3 -5/8" X 20ga. DOOR HEADER Ir 10 II ili GALLON WATER HEATER METAL DRIP PAN UNDER WATER HEATER 3/4" FIRE TREATED PLYWOOD - is LINE OF ACCOUSTIGAL TILE CEILING. SEE SHEET A500. - 5/8" TYPE 'X' GYP BD -10 GALLON WATER HEATER M - METAL DRIP PAN 3/4" FIRE TREATED PLYWOOD : 5/8" TYPE 'X' GYP BD I { I j ! I III I 6" X 16 GA METAL STUDS 0 24" O.G. -6" X 16 GA METAL STUDS 0 24" O.G. \ \ k" ------- \ \ \ \ / / /' /' / /' / / i 1 • 5/8" TYPE 'X' GYP 0 BD (TYPICAL UNLESS OTHERIWSE NOTED). -JANITOR'S CLOSET DOOR BY TENANT G.G. SEE DOOR SCHEDULE. 3 5/8" X 20 GA METAL I I TENANT FLOORING 1 - STUDS 0 24" O.G. 0 ;I I SEE SHEET A100 / 5 11 FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM FLOOR MO° SINK S. — TENANT FLOORING `8it1tt ?� SECURITY SHUTTER JAMB - AT INTERIOR WALL xz SECURITY SHUTTER JAMB - AT STOREFRONT NOT USED NOT USED FLOOR MOP SINK 10 GALLON WATER HEATER ON PLATFORM ABOVE LINE OF PLATFORM ABOVE II 11 SEE SHEET AIOO 5/8" TYPE 'X' GYP BD (TYPICAL UNLESS OTHERI WSE NOTED). 3 5/8" X 20 GA METAL STUDS ® 24" O.G. -FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM. MOP SINK / WATER HEATER DETAILS JANITORS CLOSET DOOR BY TENANT G.G. SEE DOOR SCHEDULE. SCALE: I" = I' -O" SCALE: I" = I' -0" NOT USED Ni E: MANUFACTURER TO FIELD VERIFY EXI ING WALL CONSTRUCTION. PROVIDE BLOC*- NG, IF NECESSARY, IN WALL TO ACCOM `.'ATE GRILLE TRACK / HOUSING. SEE GRILL ANUFAGTURER SPECIFICATION FOR MIN. BUCKING REQUIREMENTS. ia) SIDE TRAG PROVIDED a MANUFAGTUI7ER - FASTENER PER MANUFACTURER'S RECOMMENDATION SECTION EXIST 4 G STOREFRONT SYS EM. PAINT P -4 ISTING INTERIOR WALL PER FLOOR PLAN SCALE: I" = I' -0" SCALE: I I/2" = I' -O SECTION OTE: MANUFACTURER TO FIELD VERIFY XISTING WALL CONSTRUCTION. PROVIDE BL0GKING, IF NECESSARY, IN WALL TO AGGOMODATE GRILLE TRACK / HOUSING. SEE GP L MANUFACTURER SPECIFICATION FOR MIN. LOCKING REQUIREMENTS. EXISTING STOREFRONT SYSTEM. PAINT P -4 7 SECURITY SHUTTER ATTACHED TO SOFFIT TE: MANUFACTURER TO FIELD VERIFY EXISTING WALL CONSTRUCTION. PROVIDE BLO IG, IF NECESSARY, IN WALL TO ACCO N DATE GRILLE TRACK / HOUSING. SEE GRILL�MANUFAGTURER SPECIFICATION FOR MIN. B CKING REQUIREMENTS. EXISTING MALL EXTERIOR WALL CEILING HANG. R WIRE ACOUSTICAL CEILING TILE PER PLAN MANUAL SECURITY k ----— GRILLE HOUSING SIDE TR GK PROVIDE BY GRILLE MANUFACTURER FAS TENER PER ANUFACTURER'S RECOMMENDATIONS EXIS ING EXTER tR WALL ELEVATION SCALE: I I/2" = 1' -0 SIDE TRAG PROVIDE r BY GRILLE MANUFAr TURER -EXISTING STOREFRONT SYSTEM. PAINT P -4 SECURITY SHUTTER JAMB - AT EXTERIOR WALL SCALE: I I/2" = I' -O OTE: MANUFACTURER TO FIELD VERIFY (STING WALL CONSTRUCTION. PROVIDE BL CKING, IF NECESSARY, IN WALL TO ACC ODATE GRILLE TRACK / HOUSING. SEE G' . L MANUFACTURER SPECIFICATION FOR MIN. = LOCKING REQUIREMENTS. EXISTING STOREFRONT SYSTEM. PAINT P -4 0141111 . FAA ANU EGO EXISTING MALL EXTERIOR WALL ■ l ER TURER'S ENDATI ONS TRIC NOTE: MANUFACTURER TO FIELD VERIFY EXISTING WALL CONSTRUCTION. PROVIDE BLOCKING, IF NECESSARY, IN WALL TO ACCOMODATE GRILLE TRACK / HOUSING. SEE GRILL MANUFACTURER SPECIFICATION FOR MIN. BLOCKING REQUIREMENTS. SIDE TRACK PROVIDED BY GRILLE ANUFAGTURER CEILING HANG R WIRE ACOUSTICAL CEILING TILE PER PLAN - MANUAL SECURITY GRILLE HOUSING SIDE TRACK PROVIDED BY GRILLE MANUFACTURER SECURITY SHUTTER ATTACHED TO STOREFRONT MANUF EXISTING STOREFRONT \ SYSTEM. PAINT P -4 STING SCALE: I I/2" = I' -O', RIOR WALL WATER HEATER SCALE: 11/2" = I' -O 3 5/8" X 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP BD ON BOTH SIDES. METAL DRIP PAN UNDER WATER HEATER 6" X 16 GA METAL STUDS ® 24" O.G. TO BE USED FOR WATER HEATER PLATFORM. 3 5/8" X 20 GA METAL STUDS W/ FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM AND 5/8" TYPE 'X' GYP BD ON ALL VERTICAL SURFACES. FLOOR MOP SINK ECEWED AUG 21 2008 PERMIT CENTER SCALE: I/2" = I' -O COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. DATE: 0 0 0 00 0 rn 0 < L l col w fn L n w (N1 m 1 : • i-- ▪ m E w rn d ✓ N V O m • o w to E mo rN - I- 9514 oo oo 2 (0 0 ID 0 V O/ o w y. iv 15 . VI co a g 1 0 1 eL eL 08.14.08 SHEET: AS SHOWN AUG 14 Q$ ro ro o N Lt1 - CO V 2 0 0 L O rn o Z co 0 4= SCALE: DRAWN BY: :Avt1 1-IOVEy A704 PROJECT No.: TMBOSOIq 21 of 504 F+1 480 998 7223 CONSULTING ENGINEER I 1` II I i I II 1 1 0 h ! I ! ! I I� I I : I j I I LINE OF ACCOUSTIGAL TILE CEILING. SEE SHEET A500. - 5/8" TYPE 'X' GYP BD -10 GALLON WATER HEATER M - METAL DRIP PAN 3/4" FIRE TREATED PLYWOOD : 5/8" TYPE 'X' GYP BD I { I j ! I -6" X 16 GA METAL STUDS 0 24" O.G. \ \ k" ------- \ \ \ \ / / /' /' / /' / / . - - -- -- ---- -- -- --- --I # I 1 1 i 5/8" TYPE 'X' GYP BD (TYPICAL i- UNLESS OTHERIWSE NOTED). 3 5/8" X 20 GA METAL STUDS 4 24" O.G. FRP BOARD TO BE INSTALLED „O -,b k 0 ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM. -FLOOR MOP SINK .,, TENANT FLOORING 1 1 1 t � " � SEE SHEET A100 / 5 11 ' `8it1tt ?� SECURITY SHUTTER JAMB - AT INTERIOR WALL xz SECURITY SHUTTER JAMB - AT STOREFRONT NOT USED NOT USED FLOOR MOP SINK 10 GALLON WATER HEATER ON PLATFORM ABOVE LINE OF PLATFORM ABOVE II 11 SEE SHEET AIOO 5/8" TYPE 'X' GYP BD (TYPICAL UNLESS OTHERI WSE NOTED). 3 5/8" X 20 GA METAL STUDS ® 24" O.G. -FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM. MOP SINK / WATER HEATER DETAILS JANITORS CLOSET DOOR BY TENANT G.G. SEE DOOR SCHEDULE. SCALE: I" = I' -O" SCALE: I" = I' -0" NOT USED Ni E: MANUFACTURER TO FIELD VERIFY EXI ING WALL CONSTRUCTION. PROVIDE BLOC*- NG, IF NECESSARY, IN WALL TO ACCOM `.'ATE GRILLE TRACK / HOUSING. SEE GRILL ANUFAGTURER SPECIFICATION FOR MIN. BUCKING REQUIREMENTS. ia) SIDE TRAG PROVIDED a MANUFAGTUI7ER - FASTENER PER MANUFACTURER'S RECOMMENDATION SECTION EXIST 4 G STOREFRONT SYS EM. PAINT P -4 ISTING INTERIOR WALL PER FLOOR PLAN SCALE: I" = I' -0" SCALE: I I/2" = I' -O SECTION OTE: MANUFACTURER TO FIELD VERIFY XISTING WALL CONSTRUCTION. PROVIDE BL0GKING, IF NECESSARY, IN WALL TO AGGOMODATE GRILLE TRACK / HOUSING. SEE GP L MANUFACTURER SPECIFICATION FOR MIN. LOCKING REQUIREMENTS. EXISTING STOREFRONT SYSTEM. PAINT P -4 7 SECURITY SHUTTER ATTACHED TO SOFFIT TE: MANUFACTURER TO FIELD VERIFY EXISTING WALL CONSTRUCTION. PROVIDE BLO IG, IF NECESSARY, IN WALL TO ACCO N DATE GRILLE TRACK / HOUSING. SEE GRILL�MANUFAGTURER SPECIFICATION FOR MIN. B CKING REQUIREMENTS. EXISTING MALL EXTERIOR WALL CEILING HANG. R WIRE ACOUSTICAL CEILING TILE PER PLAN MANUAL SECURITY k ----— GRILLE HOUSING SIDE TR GK PROVIDE BY GRILLE MANUFACTURER FAS TENER PER ANUFACTURER'S RECOMMENDATIONS EXIS ING EXTER tR WALL ELEVATION SCALE: I I/2" = 1' -0 SIDE TRAG PROVIDE r BY GRILLE MANUFAr TURER -EXISTING STOREFRONT SYSTEM. PAINT P -4 SECURITY SHUTTER JAMB - AT EXTERIOR WALL SCALE: I I/2" = I' -O OTE: MANUFACTURER TO FIELD VERIFY (STING WALL CONSTRUCTION. PROVIDE BL CKING, IF NECESSARY, IN WALL TO ACC ODATE GRILLE TRACK / HOUSING. SEE G' . L MANUFACTURER SPECIFICATION FOR MIN. = LOCKING REQUIREMENTS. EXISTING STOREFRONT SYSTEM. PAINT P -4 0141111 . FAA ANU EGO EXISTING MALL EXTERIOR WALL ■ l ER TURER'S ENDATI ONS TRIC NOTE: MANUFACTURER TO FIELD VERIFY EXISTING WALL CONSTRUCTION. PROVIDE BLOCKING, IF NECESSARY, IN WALL TO ACCOMODATE GRILLE TRACK / HOUSING. SEE GRILL MANUFACTURER SPECIFICATION FOR MIN. BLOCKING REQUIREMENTS. SIDE TRACK PROVIDED BY GRILLE ANUFAGTURER CEILING HANG R WIRE ACOUSTICAL CEILING TILE PER PLAN - MANUAL SECURITY GRILLE HOUSING SIDE TRACK PROVIDED BY GRILLE MANUFACTURER SECURITY SHUTTER ATTACHED TO STOREFRONT MANUF EXISTING STOREFRONT \ SYSTEM. PAINT P -4 STING SCALE: I I/2" = I' -O', RIOR WALL WATER HEATER SCALE: 11/2" = I' -O 3 5/8" X 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP BD ON BOTH SIDES. METAL DRIP PAN UNDER WATER HEATER 6" X 16 GA METAL STUDS ® 24" O.G. TO BE USED FOR WATER HEATER PLATFORM. 3 5/8" X 20 GA METAL STUDS W/ FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM AND 5/8" TYPE 'X' GYP BD ON ALL VERTICAL SURFACES. FLOOR MOP SINK ECEWED AUG 21 2008 PERMIT CENTER SCALE: I/2" = I' -O COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. DATE: 0 0 0 00 0 rn 0 < L l col w fn L n w (N1 m 1 : • i-- ▪ m E w rn d ✓ N V O m • o w to E mo rN - I- 9514 oo oo 2 (0 0 ID 0 V O/ o w y. iv 15 . VI co a g 1 0 1 eL eL 08.14.08 SHEET: AS SHOWN AUG 14 Q$ ro ro o N Lt1 - CO V 2 0 0 L O rn o Z co 0 4= SCALE: DRAWN BY: :Avt1 1-IOVEy A704 PROJECT No.: TMBOSOIq 21 of 504 F+1 480 998 7223 CONSULTING ENGINEER LINE OF AGGOUSTIGAL TILE CEILING. SEE SHEET A500. \ / \ \ k" ------- \ \ \ \ / / /' /' / /' / / - JANITOR'S CLOSET O Y „O -,b k DOOR BY TENANT G.G. SEE POOR SCHEDULE. 1 --- 3 5/8" X 20 GA METAL STUDS W/ FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFROM AND 5/8" TYPE 'X' GYP BD ON ALL VERTICAL SURFACES. TENANT ( FLOORING .,, SEE SHEET AIOO `8it1tt ?� SECURITY SHUTTER JAMB - AT INTERIOR WALL xz SECURITY SHUTTER JAMB - AT STOREFRONT NOT USED NOT USED FLOOR MOP SINK 10 GALLON WATER HEATER ON PLATFORM ABOVE LINE OF PLATFORM ABOVE II 11 SEE SHEET AIOO 5/8" TYPE 'X' GYP BD (TYPICAL UNLESS OTHERI WSE NOTED). 3 5/8" X 20 GA METAL STUDS ® 24" O.G. -FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM. MOP SINK / WATER HEATER DETAILS JANITORS CLOSET DOOR BY TENANT G.G. SEE DOOR SCHEDULE. SCALE: I" = I' -O" SCALE: I" = I' -0" NOT USED Ni E: MANUFACTURER TO FIELD VERIFY EXI ING WALL CONSTRUCTION. PROVIDE BLOC*- NG, IF NECESSARY, IN WALL TO ACCOM `.'ATE GRILLE TRACK / HOUSING. SEE GRILL ANUFAGTURER SPECIFICATION FOR MIN. BUCKING REQUIREMENTS. ia) SIDE TRAG PROVIDED a MANUFAGTUI7ER - FASTENER PER MANUFACTURER'S RECOMMENDATION SECTION EXIST 4 G STOREFRONT SYS EM. PAINT P -4 ISTING INTERIOR WALL PER FLOOR PLAN SCALE: I" = I' -0" SCALE: I I/2" = I' -O SECTION OTE: MANUFACTURER TO FIELD VERIFY XISTING WALL CONSTRUCTION. PROVIDE BL0GKING, IF NECESSARY, IN WALL TO AGGOMODATE GRILLE TRACK / HOUSING. SEE GP L MANUFACTURER SPECIFICATION FOR MIN. LOCKING REQUIREMENTS. EXISTING STOREFRONT SYSTEM. PAINT P -4 7 SECURITY SHUTTER ATTACHED TO SOFFIT TE: MANUFACTURER TO FIELD VERIFY EXISTING WALL CONSTRUCTION. PROVIDE BLO IG, IF NECESSARY, IN WALL TO ACCO N DATE GRILLE TRACK / HOUSING. SEE GRILL�MANUFAGTURER SPECIFICATION FOR MIN. B CKING REQUIREMENTS. EXISTING MALL EXTERIOR WALL CEILING HANG. R WIRE ACOUSTICAL CEILING TILE PER PLAN MANUAL SECURITY k ----— GRILLE HOUSING SIDE TR GK PROVIDE BY GRILLE MANUFACTURER FAS TENER PER ANUFACTURER'S RECOMMENDATIONS EXIS ING EXTER tR WALL ELEVATION SCALE: I I/2" = 1' -0 SIDE TRAG PROVIDE r BY GRILLE MANUFAr TURER -EXISTING STOREFRONT SYSTEM. PAINT P -4 SECURITY SHUTTER JAMB - AT EXTERIOR WALL SCALE: I I/2" = I' -O OTE: MANUFACTURER TO FIELD VERIFY (STING WALL CONSTRUCTION. PROVIDE BL CKING, IF NECESSARY, IN WALL TO ACC ODATE GRILLE TRACK / HOUSING. SEE G' . L MANUFACTURER SPECIFICATION FOR MIN. = LOCKING REQUIREMENTS. EXISTING STOREFRONT SYSTEM. PAINT P -4 0141111 . FAA ANU EGO EXISTING MALL EXTERIOR WALL ■ l ER TURER'S ENDATI ONS TRIC NOTE: MANUFACTURER TO FIELD VERIFY EXISTING WALL CONSTRUCTION. PROVIDE BLOCKING, IF NECESSARY, IN WALL TO ACCOMODATE GRILLE TRACK / HOUSING. SEE GRILL MANUFACTURER SPECIFICATION FOR MIN. BLOCKING REQUIREMENTS. SIDE TRACK PROVIDED BY GRILLE ANUFAGTURER CEILING HANG R WIRE ACOUSTICAL CEILING TILE PER PLAN - MANUAL SECURITY GRILLE HOUSING SIDE TRACK PROVIDED BY GRILLE MANUFACTURER SECURITY SHUTTER ATTACHED TO STOREFRONT MANUF EXISTING STOREFRONT \ SYSTEM. PAINT P -4 STING SCALE: I I/2" = I' -O', RIOR WALL WATER HEATER SCALE: 11/2" = I' -O 3 5/8" X 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP BD ON BOTH SIDES. METAL DRIP PAN UNDER WATER HEATER 6" X 16 GA METAL STUDS ® 24" O.G. TO BE USED FOR WATER HEATER PLATFORM. 3 5/8" X 20 GA METAL STUDS W/ FRP BOARD TO BE INSTALLED ON VERTICAL SURFACES INSIDE OF JANITOR'S CLOSET BELOW PLATFORM AND 5/8" TYPE 'X' GYP BD ON ALL VERTICAL SURFACES. FLOOR MOP SINK ECEWED AUG 21 2008 PERMIT CENTER SCALE: I/2" = I' -O COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. DATE: 0 0 0 00 0 rn 0 < L l col w fn L n w (N1 m 1 : • i-- ▪ m E w rn d ✓ N V O m • o w to E mo rN - I- 9514 oo oo 2 (0 0 ID 0 V O/ o w y. iv 15 . VI co a g 1 0 1 eL eL 08.14.08 SHEET: AS SHOWN AUG 14 Q$ ro ro o N Lt1 - CO V 2 0 0 L O rn o Z co 0 4= SCALE: DRAWN BY: :Avt1 1-IOVEy A704 PROJECT No.: TMBOSOIq 21 of 504 F+1 480 998 7223 CONSULTING ENGINEER Eh hi tc • jf o WARM MOM 1111111111 I � - eTi .ice ■ ME WM II 1114E" Fr Fin PAINJEARINCiiiiffill ( 4L BEE 111111111 ri 1111 ifirr%1 MEM! 11111=11 iiin II MA (0 EMI ■ IIM I EM (TYP.) ®, RC2 R .2 8- 2 B4 8 -6' B-8 EE • B -6 < ;r; a l; A A B-4 E3 — lo B-8 ELECTRICAL LIGHTING . PLAN NOTES AEI® 2 REFER TO ARCHITECTURAL DRAWINGS FOR ALL PIXTURE LOCATIONS. ARCHITECTURAL PLANS ALWAYS TAKE PRECEDENCE OVER THOSE SHOWN ON MEP PLANS. MEP PLANS ARE FOR TECHNICAL INFORMATION ONLY. KEYED LIGHTING PLAN NOTES O PROVIDE JUNCTION BOX, TOGGLE DISCONNECT SWITCH IN NON - VISIBLE LOCATION AND FINAL CONNECTION FOR 120 VOLT SIGN FURNISHED BY OWNER, COORDINATE EXACT LOCATIONS WITH OWNER'S CONSTRUCTION MANAGER. ELECTRICAL - CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS WITH U.L.• SECTION 2161 REQUIRING THE USE OF SECONDARY GROUND FAULT PROTECTION AND INCLUDE COSTS IN BID. . . O SHOW WINDOW RECEPTACLE. LOCATE FLUSH. IN CEILING - COORDINATE EXACT LOCATION WITH ARCHITECT. O PROVIDE EMERGENCY BATTERY BACK -UP !SAW-AST FOR NIGHT L16HT (UNSWITGHED) AND EMERGENCY L16HTS. REFER TO EMS NOTES ON SHEET E401. G ALL EMER&ENGYIEXIT/N16HT L16HTIN6 SHALL- BE CONNECTED TO LOCAL CIRCUIT ON UNSWITGHED LEO FOR CONTINUOUS OPERATION. SCALE: 1/4" = ILO" INCOMPLETE LTR# DOS - RECEIVEE SEP. 04 2008 PERMIT CENTS COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act. 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building 'seizure, and /or monetary liability. to O o o1 co rn uiM 141 N W � fx1 t+i N 8 m 4i m ' O Lel 0 co co to to co 162 al =moo V � 4 40 , is o a ga — 2 ;n R N i • Zip ac Ii - z51 t7 W1 i DATE: SCALE: DRAWN BY: PROJECT No.: ZZ 002 bt rt z 0 08.14.08 SHEET: 1/4" =I' —O" STAFF E200 TMB08019 0 w z I 7.1 E tip W J W m N • 01 to CI 'Cy e- M W RI CO G .N 801 8 s d 01 • Z otl is OG g m . 5 T 3 A. :P- o A E C F. 0