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Permit D07-318 - JAMBA JUICE - TENANT IMPROVEMENT
JAMBA JUICE 17100 SOUTHCENTER PY SUITE 104 D07 -318 Design Occupant Load: 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 CERTIFICATE OF OCCUPANCY 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.: D07 -318 Occupant/Tenant: JAMBA JUICE Building Address: 17100 SOUTHCENTER PT, SUITE NO. 104 Parcel No.: 2623049081 Property Owner: WIG PROPERTIES LLC-SS 4811 134TH PL SE , BELLEVUE WA 98006 Use: RESTAURANT /OFFICE Occupancy Group/Division: B Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y 32 06/Veav DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 2623049081 Address: 17100 SOUTHCENTER PY TUICW Suite No: Tenant: Name: JAMBA JUICE Address: 17100 SOUTHCENTER PY, STE 104 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: Contact Person: Name: RALPH MILLESON Address: 234 5 AV S , EDMOND WA 98020 Phone: 425 774 -4185 Contractor: Name: WILCOX CONSTRUCTION INC Address: 123 4TH AVE N , EDMONDS, WA 98020 Phone: 425 774 -4185 Contractor License No: WILCOC* 19400 DESCRIPTION OF WORK: TENANT IMPROVEMENT: BUILD OUT OF LEASED SPACE IN AN EXISTING ONE -STORY MULTI- TENANT BUILDING. WORK INCLUDES NON - STRUCTURAL PARTITIONS, CEILINGS, AND FINISHES. Value of Construction: $125,000.00 Fees Collected: $2,323.54 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: VS Occupancy per IBC: 0008 doc: IBC -10/06 City-4f 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -318 Issue Date: 11/07/2007 Permit Expires On: 05/05/2008 Expiration Date: 12/10/2007 D07 -318 Printed: 11 -07 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature. 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. • i , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the gSerformance of work. I ajnp thorized to sign and obtain this development permit. tl 11 /b doc: IBC-10/06 City t 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 Signature: tt J - . /� . — Print Name: t M..t.P IJL l ((t SGv-. ■ Date: Permit Number: D07 -318 Issue Date: 11/07/2007 Permit Expires On: 05/05/2008 Date: it ` ta 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. D07 - 318 Printed: 11-07 -2007 Parcel No.: 2623049081 Address: 17100 SOUTHCENTER PY TUKW Suite No: Tenant: JAMBA JUICE 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: D07 -318 Status: ISSUED Applied Date: 08/24/2007 Issue Date: 11/07/2007 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: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 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: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the doc: Cond -10/06 D07 -318 Printed: 11 -07 -2007 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 Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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 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) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IF'C 906.5) 21: 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) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 27: 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) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to doc: Cond -10/06 D07 -318 Printed: 11 -07 -2007 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 the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 29: 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) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 4314670) is required for this project. 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: 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. 34: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 35: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: 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 ** D07 -318 Printed: 11 -07 -2007 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 work. Signature: Print Name: 4t4' —&t Date: I I D07 -318 Printed: 11 -07 -2007 Property Owners Name: %Xi t & Qrz-o pii'iTt s.-5 Mailing Address: 4811 134 b VacE Si✓ Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.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 ** gatl,p 4 fur ! tcs 0 tJ Bal£(litt City Day Telephone: Mailing Address: 23 Li S ' k4 S cu , 4i. C eiv.t75 City E -Mail Address: r r i 1 1 f s owl e, 0: I cox. Cwis &uckcn. tanMFax Number: Company Name: Mailing Address: Contractor Registration Number: Company Name: lh rct. -ar,I bt4c.1G - Q:WpplicationsWonns- Applications On Line V-2006 - Permit Application.doc Revised: 9 -2006 bh Mailing Address: ;100 F . 0 Contact Person: Q r A O D s rL k 4 C44 E -Mail Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. "' 0 2 For office use only) (A)4 State State King Co Assessor's Tax No. 'rf*(4iso " "I in b vs-ca- Site Address: i7j 00 Sowil‘eev 11. et Pm." k to Suite Number: l b f( Floor: Tenant Name: — J — RM,R S. New Tenant: ) ....Yes ❑..No gScn b Zip CONTACT PERSON - who do we contact when your permit is ready to be issued '{ZS -77y -4195 ulA 980 State Zip 41-5• iigi"iie,- GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Al21.1 miTw. i ac 712011 City / State t Zip Day Telephone: 1311 - 63-3- 4WO x lob Fax Number: 811 — b33 - 1 -4153 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Zip Page 1 of 6 BUILDING PERMIT INFORMION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ iZ' r 0 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): T<.a VT Z w I3ro vS.Hcn4 / Gev► S r5/14 - "-ej 4f 13 4,110 0 %E' 0 t A- Lf.RS i ? A- C + „n. t 5 4 i h (AAA, 1 4O'#Af J I4 14,�►tw, ...11" 0 I p �I�c . �►.I o tt i ..-•CI U Q r..s 54-1--vr v a414 N-c Will there be new rack storage? ❑ Yes S . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1' Floor 2° Floor 3 Floor Floors Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Interior Remodel Addition to Existing Structure New Type of Construction per IBC V - F3 Type of Occupancy per IBC 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: g Sprinklers I. Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes gr No If 'yes', attach list of materials and storage locations on a separate 8 - 1/2 "x 11 " 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:\Applications\Penns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): Water District Tukwila ❑ ...Water District #125 ...Water Availability Provided Sewer District $...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards Please refer to Public Works Bulletin #1 for fees and estimate sheet. 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" a 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 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 ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation If Domestic Water " ❑ ...Permanent Water Meter Size... 91 WO # ❑ ...Temporary Water Meter Size .. f 1 WO # ❑ ...Water Only Meter Size f f WO # ❑ ...Deduct Water Meter Size if 8 1.44.00 `^O12.1' ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Q:Upplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Highline ❑ ... Va1Vue ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance 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 /0 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat I 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 y 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: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ /0 / O0 Scope of Work (please provide detailed information): Z'..,5 is If wt- r vA F bola wok k I ■ws i b t. 01' Spica, F, 4-rw ' 3 J . thrf g. G4NDtowb Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New Replacement .... ❑ Fuel Type: Electric ❑ Gas ...jg Other: Indicate type of mechanical work being installed and the quantity below: Q:Upplications\Forms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 I Floor drain Sinks 3 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory 2 Water Closet 2. Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ I S ,. 0 00 Valuation of Gas Piping work (contractor's bid price): $ /BOO 0 Scope of Work (please provide detailed information): Z' ✓ 9 44I IWrit% vAs k. _j ! 4 444 1 x 4143(4 ?ca, o Q e1. ago ✓t g row, 0 - r'r' - v' a'- ' Pt"-► Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: To K s I t Q: Applications\Fonns- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh ✓-i'3 8 City State Zip of ifJ Sewer: To I to ■ /q Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: 7 Page 5 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this application l Signature: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE OR AUTHORIZE Q AGENT: -It Print Name: 14'l p N Ai ( I E SO,J Mailing Address: 2.3 K S Atm. So' 4' Date Application Accepted: (*Ala Q:Upplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 - 2006 bit Day Telephone: rK.eNOS City Date: 17/2 £I24- 71Y / If OS r '180ZQ Zip State A- Date Application Expires: r�I2ti�a Staff Initials: (...,,„ Page 6 of 6 RECEIPT NO: R07 -02441 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 Initials: JEM Payment Date: 11/07/2007 User ID: 1165 Total Payment: 1,467.98 Payee: WILCOX CONSTRUCTION, INC. SET ID: 1107A SET NAME: JAMBA JUICE SET TRANSACTIONS: Set Member Amount D07 -318 1,409.98 M07 -184 58.00 TOTAL: 1,467.98 TRANSACTION LIST: Type Method Description Amount Payment Check 071536 1,467.98 TOTAL: 1,467.98 ACCOUNT ITEM LIST: Description BUILDING - NONRES MECHANICAL - NONRES STATE BUILDING SURCHARGE SET RECEIPT Account Code Current Pmts 000/322.100 1,405.48 000/322.100 58.00 000/386.904 4.50 TOTAL: 1,467.98 Doc: RECSETS -06 RECEIPT NO: R07 -01795 Initials: JEM User ID: 1165 Payee: WILCOX CONSTRUCTION, INC. SET ID: S000000834 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D07 -318 913.56 M07 -184 47.92 PG07 -219 61.50 TOTAL: 1,022.98 TRANSACTION LIST: Type Method Description Amount Payment Check 070715 1,022.98 TOTAL: 1,022.98 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www. ci. tukwila. wa. us SET RECEIPT Payment Date: 08/24/2007 Total Payment: 1,022.98 Account Code Current Pmts 000/345.830 1,022.98 TOTAL: 1,022.98 2027 08/24 9710 TOTAL. 1022.98 City of Tukwila D epartment 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 CERTIFICATE OF OCCUPANCY 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.: D07 -318 Occupant/Tenant: JAMBA JUICE Building Address: 17100 SOUTHCENTER PY, SUITE NO. 104 Parcel No.: 2623049081 Property Owner: WIG PROPERTIES LLC-SS 4811 134TH PL SE , BELLEVUE WA 98006 Use: RESTAURANT /OFFICE Occupancy Group/Division: B Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 32 .1A.K.74111A- BUILDING FFIC W DATE ! THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Project: ..:1✓97)-7547/ / Type of Inspection: F/ /1/4 / Address: Date Called: pecial Instructions: _2a6 Date Wanted: ^7 z /A9 � / p.m. Requester: Phone No: , ti7- pW - V3 INSPECTION RECORD Retain a copy with permit INSPECTIOt•NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION cd 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 (Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspec • r: 58.00 REINSPECTION FEE REQUIRE�f. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suit 100. Call the schedule reinspection. Re eipt No.: evr 4- hi plc/ 7/ ,• IDa 'Date: Proj Type onspection: . \J 1 Address: ir)Date / Called: Special Instructions: Date Wanted: Requester: Phone No 2()6 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. Corrections required prior to approval. COMMENTS: D'e $ :.I REINSPECTION FEE R QUIRED/rior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 00. Call the schedule reinspection. 'Receipt No.: 'Date: Project: ilitho / Agar ( Type of Inspe ' • . • . - I `ate Addf - . - ' . _ Date Called: Special Instructions: Date Wanted: // /// a Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT' • N NO. CITY • F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 COMMENTS: nspe Date: $ .00 REINSPECTION FEE • EQUIRED. P or to inspection, fee must be aid at 6300 Southcenter Bl d.. Suite 100. Call the schedule reinspection. eipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. Project k its e of Ins eP / 3'uC Address: Date Called: Special Instructions: Date Wantf d: J Requester: 111 Phone No: JNSPECT NO. INSPECTION RECORD Retain a copy with permit BO7- 31 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Vf 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 aN 300 / // IDa7 / t7 �' / 0 EINSPECTION FEE EQUIRED rior to inspection, fee must be Southcenter Blv Suite O. Call the schedule reinspection. 1 Rece pt No.: ` JDate: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Type of Inspection: � /- /�L,t/Yjiiv Address: /7 ,� / /%14/ a Called: Special Instructions: J%I di/ix/ Ai-55 i , c, c� - Phone No: .,20 e- 8/2 4fy C __) `'.N At 6 - i kir . l -.------/ Project: c2///71,/4 c7) /" il ' Type of Inspection: � /- /�L,t/Yjiiv Address: /7 ,� / /%14/ a Called: Special Instructions: Date Wanted / / //J 4 Requester: Phone No: .,20 e- 8/2 4fy l� 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 App per applicable codes. Corrections required prior to approval. nspect pa IRecei INSPECTION RECORD Retain a copy with permit Date: 'Date: SPECTION FEE REQ RED. P or to inspection. fee must • e 0 Southcenter Blvd.. S • ite 10'. Call the schedule reinspection. 7 Prgjeet: c --- > /419) 6 42l�FK Type of Inspectio : Fri�gn1 / /L."6 e - /P1//i p d2f 6- ,' %1,cc6 Address: / 7/ D () SO) /44' Date Called: Special Instructions: bate Wanted a.m; U _ Requester: ii/0 %f .. ___Z-pvS�/!7t 4 )x/ Phone 4G - 7d3 V COM ENTS: 7 e - /P1//i p d2f 6- ,' %1,cc6 " / l _Sp,-,,,, k /- ?it s- • il/ , - Y, d pis U _ 44-7/.5 ii/0 %f .. ___Z-pvS�/!7t 4 )x/ Inspect ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRFf. Prior to inspection, fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 'Date: Project: Jig v -1 4 ,T eA ► 'cc Type of Inspection: $�r, n f<' i�N r --1 ft / Address: / 7 / a a Suite #: /may S - 4 h h/4 r' Contact Person: 61,-> / Special Instructions: Occupancy Type: Phone No.: 2S3 - 370 — 34_5-7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I0v7. 3J ZYv PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 p proved per applicable codes. ri Corrections required prior to approval. COMMENTS: / Inspector: Date: Z/ // /o 7 Hrs.: $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 J COMMENTS: Type of Inspection: r.is4 /4f01fPv04c_ ) 1-) VA C. ft.ip,...*so.t Co ip)e-1c_. Contact Person: Suite #: L1 it c. 4144 -ki r AG. J l,,.... /c Special Instructions: 10 1., 07 C ,. /e . 27.33 h ta/,( -x Z-5 ✓ - Cdr — - A. Project: j I i i b4 Ti,, 1 • Type of Inspection: r.is4 /4f01fPv04c_ Address: Ir7 /0 U sa4.+l,c Pi. Contact Person: Suite #: l c 6 a- )15 Special Instructions: Phone No.: Z-5 ✓ - Cdr — 1.-c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER ndover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Da 7— 3/? 07 — a PERMIT NUMBERS n Corrections required prior to approval. Inspector: SW ) Date: )2,111)01 Hrs.: q $80.00 REINSPECTION FEE REQUIRED. You receive an invoice men ic e from t h Ci of Tukwila Finance Departt. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: 0 Q- 01,i i s e Type of Inspection: 1,1-4-iff(2..) 7^ Address: / 7 f epo Sci,c1 -Ltce,,, i-,„ /' `vV Suite #: Contact Person, 7 :7/1 Ate) J)I4 3 Special Instructions: Phone No.: c20 .• e /7— a3`I 5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER pproved 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 COMMENTS: t, f/ (M I C /1 y Word /Inspection Record Form.Doc 1/13/06 ■ PERMIT NUMBERS Corrections required prior to approval. Inspector: 5426 Date: 1 2 17/0 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: 04m,,, cri4 , z e Type of Inspection: ,E'm- /re ry /i.4h/fro I Address: / "7 /vv SU.,,4 J,< /µ eit 4 `r' Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: 1 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 r7 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do 7- _31P PERMIT NUMBERS R Corrections required prior to approval. COMMENTS: 4 41 , � S -u //rte _ vrtds Inspector: c '(,,; �/ f Date: /7-4 57v 7 Hrs.: 6 $80.00 REINSPECTION FEE REQ!)IRED. 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: Type of Inspection: Sp <,, , i)z je,— s /C eye Address: / 7) CV ScPK— wY Suite #: / oy Contact Persfs�n: Kb.0Gvi Special Instructions: Phone No.: S3 - 57c -- .S .--. Needs Shift Inspection: Sprinklers: 'Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 • 'Approved per applicable codes. COMMENTS: 121 -Il 70 _ 6jy z /`/ �.-;d ea> 2 ` sp,, 1/1 70:A _ Co,1. 01( Inspector: sic) Date: / / /451c7 7 Hrs.: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Forrn,"Ddcc 1/13/06 the City of Tukwila Finance Department. Call to schedule a reinspection. 007— 3t F 0 7— .5 -2-9O PERMIT NUMBERS rrcctions required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from T.F.D. Form F.P. 113 Project Info ' Protect Address sonthoenter s quare Date 10/15/2007 17250 Southcenter Pkwy Suite 104 For Building Department Use Tukwila, WA 98188 Applicant Name: Jambs Juice Applicant Address: Applicant Phone: a 2006 Washington State Nonresidential Energy Code Compliance Forms i .t.n . - N. ...i. .I - ✓ .I'. «- F. 1 II Project Summary PRJ -SUM Revised July 2007 Do} 3i8 CORRECTION LT #_ RECEIVED OCT 18 2007 PERMIT CENTER Project Info Project Address sout s nare Date 10/15/2007 17250 Southcenter Pkwy Suite 104 For Building Department Use Tukwila, 1. 98188 Applicant Name: Jamba Juice Applicant Address: Applicant Phone: Project Description 02, • New Building • Addition 151 Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance CI Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 7 50.0 NI No changes are being made to the lighting & space use not changed. • Less than 80% of the fixtures new, installed wattage not increased, Location — (floor /room no.) — — Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 01, Compact Fluorescent Downlight 22 34.0 748.0 02, Incandescent Downlight 4 50.0 200.0 02, incandescent Downlight 7 50.0 350.0 02, 03, 04, Lin Fluorescent 7 58.0 406.0 01, 02, Incandescent Track Read 14 50.0 700.0 Location (floor /room no.) Occupancy Description Allowed - Watts per ft " Area in ft Allowed x Area Entire Space Retail. 1.50 1473.0 2209.5 Customer Area Merchandise Display 1.50 532.0 798.0 shin State Nonresidential Eneryy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 211• W h'n.t.n . - .n l - sk F•rm Interior Lighting Summary LTG -INT " From Table 15-1 (over) - document all exceptions on form LT -L Total Proposed Watts may not exceed Total Allowed Watts for Interior ropos Revised July 2007 3007.5 2404.0 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 W atts/Fadure, use manufacturers 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. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. RECEIVE! OCT 18 2007 PERMIT CENTEh 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 � institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -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 1.0 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 banguet/conference/exhibition hall'•' 2.0 Workshops 1.4 Laboratory spaces (all spaces not dassified 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 ro washoms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers O Other I 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 Fixtures: answer is checked, the number of fixtures in (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 watt T - 1, T - 2, T T - 5, T lamps, and d) hard - wired elec Indicate these spaces on plans. If not tronic dimming ballasts. Screw - in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2008 Washington State Nonresidential Energy Code Compliance Forms 11. W_ .ten • - N.n I F. Revised July 2007 -1 Unit Lighting Po wer Allowance (LPA Footnotes for Table 15 -1 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 Ughting 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 Ughting 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 additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Ughting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. REGtf OCT 18 70u1 PERMIT CENTEr -- _ — ^ — __ Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) p Number of Watts/ Watts . Location Fixture Description Fixtures Fixture Proposed Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Project Info ProjAddrest . square Date 10/15/2007 17250 southcenter Pkwy Suite 104 For Building Department Use Tukwila, 1W 98188 Name: Jamb. Juice Appl. Name: Appl. Phone Project Description • New ■ Addition 0 Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Lighting Power Allowance 0 Systems Analysis I Building Grounds • Efficacy > 80 lumens/W • Controlled by motion Sensor (luminaires > 100 Watts) • Exemption (list) Alteration Exceptions I9 No changes are being made to the lighting (check appropriate box - sec. 1132.3) • Less than 80% of the fixtures new installed wattage not increased, & space use not changed. H. W. hina.n . - N. Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms lowed Li g g tin Watta o Lighting Watta Total Proposed Watts may not exceed Total Allowed Watts for Exterior n- Tradable Maximum Allowed Li g tin Wattage - Tradable Pro osed Li Watta Proposed Watts may not exceed Allowed W atts for Category ,..- ,m. i.n._- F.rm Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. !EL OCT 18 [UUl PERMIT GEM fi, -+ Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Project Info ProjAddrest . square Date 10/15/2007 17250 southcenter Pkwy Suite 104 For Building Department Use Tukwila, 1W 98188 Name: Jamb. Juice Appl. Name: Appl. Phone Project Description • New ■ Addition 0 Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Lighting Power Allowance 0 Systems Analysis I Building Grounds • Efficacy > 80 lumens/W • Controlled by motion Sensor (luminaires > 100 Watts) • Exemption (list) Alteration Exceptions I9 No changes are being made to the lighting (check appropriate box - sec. 1132.3) • Less than 80% of the fixtures new installed wattage not increased, & space use not changed. H. W. hina.n . - N. Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms lowed Li g g tin Watta o Lighting Watta Total Proposed Watts may not exceed Total Allowed Watts for Exterior n- Tradable Maximum Allowed Li g tin Wattage - Tradable Pro osed Li Watta Proposed Watts may not exceed Allowed W atts for Category ,..- ,m. i.n._- F.rm Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. !EL OCT 18 [UUl PERMIT GEM fi, -+ Project Info ProjAddrest . square Date 10/15/2007 17250 southcenter Pkwy Suite 104 For Building Department Use Tukwila, 1W 98188 Name: Jamb. Juice Appl. Name: Appl. Phone Project Description • New ■ Addition 0 Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Lighting Power Allowance 0 Systems Analysis I Building Grounds • Efficacy > 80 lumens/W • Controlled by motion Sensor (luminaires > 100 Watts) • Exemption (list) Alteration Exceptions I9 No changes are being made to the lighting (check appropriate box - sec. 1132.3) • Less than 80% of the fixtures new installed wattage not increased, & space use not changed. H. W. hina.n . - N. Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms lowed Li g g tin Watta o Lighting Watta Total Proposed Watts may not exceed Total Allowed Watts for Exterior n- Tradable Maximum Allowed Li g tin Wattage - Tradable Pro osed Li Watta Proposed Watts may not exceed Allowed W atts for Category ,..- ,m. i.n._- F.rm Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. !EL OCT 18 [UUl PERMIT GEM fi, -+ H. W. hina.n . - N. Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms lowed Li g g tin Watta o Lighting Watta Total Proposed Watts may not exceed Total Allowed Watts for Exterior n- Tradable Maximum Allowed Li g tin Wattage - Tradable Pro osed Li Watta Proposed Watts may not exceed Allowed W atts for Category ,..- ,m. i.n._- F.rm Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. !EL OCT 18 [UUl PERMIT GEM fi, -+ Tradable Surfaces Uncovered Parking Areas (Lighting power Parking lots and drives . 1 0.15 W /ft' densities for uncovered areas, building Building Grounds parking grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Walkways less than 10 feet wide 1.0 W/linear foot Walkways 10 feet wide or greater plaza areas Special feature areas 0.2W/ft Stairways 1.0 W/ft Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/& Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft Street frontage for vehicle sales lots in addition to "open area" allowance 20 W/linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W/& for each illuminated wall or surface or 5.0W/linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W /ft` of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft o f uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry 01. W. h'n.t.n - - Nan - '1 n em.li. « Firm Exterior Lighting Summary (back) LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15-2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 RECEhwy4 OCT 18 hit)/ PERMIT CEN I r 2006 Washington State Nonresidential Energy Code Compliance Forms I•. W. hint. - on n- • , •- •m.l. t - F.rm Lighting Power Allowance Adjustments LTG -LPA Project Address ISouthceat r Square 'Date 10/15/2007 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 Mowed 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 Revised July 2007 RECEIVE' OCT 18 2007 PERMIT CENTE Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address , , SgUHre 'Date 10/15/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section 'Component 'Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations a -111 yes 1513.2 Area controls Maximum limit per switch E -111 n. a. 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans E -iii n. a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib/special Indicate separate controls a -iii 1513.5 Exterior shut -off Schedule with type and features, indicate location n. a. (a) timer w/backup Indicate location n. a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.8.1 (a) occup. sensors Schedule with type and locations a -111 yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E -111 n. a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes 1514 'Max watts 'Indicate watts for each exit sign Ia -iii I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture a -3.3.1 n. a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n. a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) n. a. I 1540 'Transformers 'Indicate size and efficiency I I 9008 Washinntnn State Nnnresirentiel Fnernv (..Me ('mmnlianne Form If "no" is circled for any question, provide explanation: RECelvl _ OCT 18 'au! PERMI I GEN i t 2006 Washington State Nonresidential Energy Code Compliance Form RECER I =r OCT 18 [uij PERMIT Cl=i' r L I1• • . ■ cares . - ••• as i sa a .aa .aua .se sin Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Pe`^sed July 2007 UgT Jog - General Faegt.drements 1513 Lighting Controls: Lighting. Including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling -height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which Is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the Individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: AI daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant-sensing automatic controls, which control the lights Independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either. a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, interior: Buildings greater than 5,000 R and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously Illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall-mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7.day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut-off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. Is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated Is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate In accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and flied with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. NIOtcrs - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry -type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4-2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). RECEIVE!' OCT 18 2007 PERMIT CENT EXCEPTIONS: 1. Are29M41.111 P.8r13 Sg residential Energy Code Compliance Form illuminated (e.g., 24-hour convenience stores), or RECE Y E OCT 18 2007 PERMIT CENTLS 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 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 L. y Sink, Clinic flushing 8 8 Sink, kitchen 3 2 y 1 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 2 'i6 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification Subdivision Name Ni n 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 (Please print or type) Owner's Name (To be completed for all new sewer connections, reconnections or change of use pf existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) new sewer customers. The charge is collected semi - annually. 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. W QiiomkAcs LLC -SS (Last, First, Middle Initial) Lot # Subdiv. # Block # Building Name (if applicable) Property Street Address City, State, ZIP — StA.,t , A a f wt. as\Es- Owner's Phone Number ( 425 ) et5'4 - 9 '; 1 tt Owner's Mailing Address (if different from above) 41 13 L4' 'L 5£ edlaf,e, L A ggoo.6 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 20 Total Fixture Units 12 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = RCE or King County u Accouftt i Month King County Department of Natural Resources and Parks Property Tax ID # Party to be Billed (if different from owner) Party's Mailing Address: C A - C1( UJt \ck City or Sewer District Date of Connection Side Sewer Permit # ?‘../0 O trAitt or Property Contact Phone # ( ) Demolition of pre - existing building? ® Yes 0 No Type of building demolished t+a.►i eboVt 5 e Sewer disconnect date NI Atm tt,sl DO (o B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 C. Total Residential Customer Equivalents: (add A & B) RECEIVED C)iSs TUKWILA AUG 28 20071 A B RCE Dol - 318 I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner / '' II , Representative Lech W� RCE To: Distribution From: Sarah Randall PDMS Design Group ct.s� Item Sheet Sheet Name Architectural 2.1 A -000 Cover Sheet 2.2 A -121 Floor Plan y Summary • Date: October 16, 2007 Re: The following instructions are issued to the Contractor. The Contractor shall promptly inform subcontractors and others performing or supplying the Work of relevant contents of this Revision. if any changes to the Contract Sum or Time are required, Contractor shall submit quotation - showing change in Contract Sum or Time within 10 days following the date of this Revision, unless otherwise indicated below. If no such quotation is submitted within the time specified, no change to the Contract Sum or Time will be allowed. This Revision is not a substitute for a Change Order, which is required to be executed in accordance with the conditions of the Contract for any change to the Contract. • Vertical grab bars added to Toilet Room. 2.3 A -151 Equipment Plan • H14 added to toilet rooms 2.4 A-603 Schedules, Fixtures, Equipment • H14 added. 2.5 A-802 Interior Details • Detail #4 revised for 2" min. wall angle. 2.6 A -805 Interior Details • Detail #2, vertical grab bar added. END OF REVSION #2 CORRECTION 7)O318 REV #2 Jamba Juice #1099 Southcenter Square Tukwila, WA. %r. i rorr,. �ryir i7 RECEIVE OCT 18 2007 PERMIT CENTEr October 11, 2007 Ralph Milleson 234 5 Ave S Edmonds WA 98020 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -318 Jamba Juice —17100 Southcenter Py, Ste 104 Dear Mr. Milleson, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have included comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that 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 -3760. Sincerely encl File No. D07 -318 arshall hnician P:\Pemit Centc,\Correction Letters \2007\D07 -318 Correction Ltr #1.DOC wer City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: October 10, 2007 Project Name: Jamba Juice Permit #: D07 -318 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Previous letter request was for plans and documents show compliance with current 2006 codes. This includes 2006 Washington State Non Residential Energy Code Compliance Form (WSNRECCF). Please submit current 2006 ( WSNRECCF). 2. Revision Submittal indicated sheets A-000, A-131 and A-201 were submitted. However actual sheets submitted were A-000 & A-001. Please provide all sheets for all changes made. 3. Revise sheet A-121 to indude details showing a vertical grab bar on the wall beside the toilet. (2003 ANSI 604.5.1) 4. On sheet A-802 identify type of perimeter supporting enclosure angle (typically Z'). (ASCE Standards 9.6.2.6.2.2.) Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. August 28, 2007 Ralph Milleson 234 5 Ave S Edmonds WA 98020 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -318 Jamba Juice —17100 Southcenter Py, Ste 104 Dear Mr. Milleson: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 24, 2007 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: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Planning Department: Moira Carr Bradshaw at 206 431 -3651 if you have any questions concerning the attached comments. 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 throueh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Cizy of Tukwila alk5kAtf9 arshall hnician Enclosures File: D07 -318 P:\Permit Center\Incomplete Letters \2007\D07 -318 Incomplete Ur #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: August 28, 2007 Project Name: Jamba Juice Permit #: D07 -318 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The 2003 International Building Code and 2004 WA State Energy code are specified on the cover sheet The City of Tukwila has adopted the 2006 building and Washington State Energy codes as of July 1 2007. Review construction plans and documents for compliance with 2006 building and energy codes which shall include Washington State code amendments. Make changes to the code specifications shown on the cover page induding any other code specifications within the plan set Should there be questions conceming the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. Date: 28 August 2007 Interdepartmental Memorandum To: Permit Division From: Moira Can Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Subject: D07 -318 Jamba Juice 17100 Southcenter PY #104 Sheet A 131 Reflected Ceiling Plan Please revise the ceiling height adjacent to west windows in order to maintain the clear glass above the canopy. FYI Sheet A 201 - The landlord is not using any window film the existing exterior glass is clear. All signage that is readable from the street requires a permit — only two signs are allowed. Please call or email me with any questions. Moira Can Bradshaw 206 431 3651; mbradshaw@ci.tukwila.wa.us \\ Tuk2 \vo13\HOME\MOIRA\penneys\D07 -318 Jamba Juice.doc Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206 -296 -4708 Fax 206 - 296 -0163 TTY Relay: 711 www.kingcounty.gov /health October 9, 2007 Ralph Milleson Wilcox Construction, Inc 234 — 5 Ave S. Edmonds, CA 98020 RE: PLANS AND SPECIFICATIONS FOR: Jamba Juice #1099 at 17250 Southcenter Parkway, Ste 104, Tukwila, WA (98188) SR1148221 P/E 6712 (Risk 2; 13-50 total seats) Dear Mr. Milleson : The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: • A splash guard is required within the 4- compartment sink. Please see the approved plans for details. Your establishment has been assigned the following plan review service number (SRI 148221). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete the enclosed application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, J Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office Enclosures cc: Sarah Randall, PDMS Design Group CORRECTION LTR# _ Public Health kfil Seattle & King County WI OCT I' 1001 WILCOX CONg ; ! INC. i D0"7• 318 RECEIVE OCT 18 2007 PERMIT CENT b ACTIVITY NUMBER: D07 -318 DATE: 10 -18 -07 PROJECT NAME: JAMBA JUICE SITE ADDRESS: 17100 SOUTHCENTER PY SUITE 104 _ Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui g i sion Public Works Complete I'ERMlT COORD COPY `` PLAN REVIEW /ROUTING SLIP Structural Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division Permit Coordinator DUE DATE: 10 -23 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESJTHURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -20 -07 Approved ❑ Approved with Conditions IY 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: ACTIVITY NUMBER: D07 -318 DATE: 10 -03 -07 PROJECT NAME: JAMBA JUICE SITE ADDRESS: 17100 SOUTHCENTER PY Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: B "ng I "vi §io Public Works 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 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Ap proved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Penult Center Use Only ++ CORRECTION LETTER MAILED: Ib It 1/4- Departments issued corrections: Bldg`VJ Fire ❑ Ping ❑ PW ❑ Staff Initials. Documents/routing slip.doc 2-28-02 PERMIT WORD COPY PLAN REVIEW /ROUTING SLIP Structural Review Required G M& ' lo.9ro Fire Prevention ❑ Planning ivision Structural ❑ Permit Coordinator X Incomplete DUE DATE: 10 -04 -07 Not Applicable ❑ No further Review Required a DUE DATE: 11 -01 -07 ,PERMIT COORD COPY �° PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -318 DATE: 08 -24 -07 PROJECT NAME: JAMBA JUICE SITE ADDRESS: 17100 SOUTHCENTER PY, STE 104 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENJ Buil mg " b s ion Public 171-MA KY 4 _ _ LL Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg hll h 4 -I12-01 Fire Prevention Vi Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-28-07 Complete n Incomplete L Not Applicable n LETTER OF COMPLETENESS MAILED: Fire ❑ Pingyj PW ❑ Staff Initials: ! Mi TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 DATE: DATE: kite' d Planning Division Permit Coordinator C DUE DATE: 09-5-07 Approved with Conditions ❑ Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Project Address: Contact Person: City of Tukwila Project Name: Jamba Juice lapplicationsVforn- applications on Ime'revision submittal Created: 8 - - 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D07 -318 ❑ Response to Incomplete Letter # rgl Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 17100 Southcenter Py, Ste 104 Summary of Revision: Wf1ccJ • • WA .c! • � !1 Tb te. •a LA_ h �d • * L$ c AUA a Sheet Number(s): A- it I A "YO Z A -?6s - "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 t n l 9 _Q -1 hone Number: 'fl " iss - kin Steven M. Mullet, Mayor Steve Lancaster, Director fY>>j1- RECEIVED Y• J E T UKWILA OCT 18 2007i PERMIT CENTER Date: 10 - 3-0 7 Near City of Tukwila Project Name: Jamba Juice Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: /tttpJ/www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D07 -318 ® 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 Address: 17100 Southcenter Py, Ste 104 Contact Person: SA -AL-I f 4 LP&1 -L- Phone Number: 611 465 ' q 2.0 Summary of Revision: A- DOo CoV6H p s; . C4> cTT �i ousizkittai (-6vtsGO A- 15 I, feifteareD P4 I CCU kg, !-4T @ STb -oki 1- aiI5e0 b 1/' -1a A -l01 Exrepo VItle t - s is N F UtzDf ►TC PC-pour. Fu-rn i- As exa4 ElE610060 . OLAss ire MAW f L '(L. Sheet Number(s): f k g AC t / RD I "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 \applicationsifo ns- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director litGEtVED crr TUKWI A OCT 1-3 ma PERMIT CENTER License Information License WILCOC* 194Q0 Licensee Name WILCOX CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 319007592 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 234 5TH AVE SOUTH Address 2 11/21/2005 City EDMONDS County SNOHOMISH State WA Zip 98020 Phone 4257744185 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/20/1981 Expiration Date 12/10/2009 Suspend Date Separation Date Parent Company Previous License WILCOAE376NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WILCOX, ROBERT EUGENE PRESIDENT 11/20/1981 LESSARD, MATTHEW J SECRETARY 11/21/2005 LESSARD, JAMES MICHAEL VICE PRESIDENT 11/20/1981 11/21/2005 WILCOX, A E 01/01/1980 01/01/1980 WILCOX, LAURA 01/01/1980 01/01/1980 OLDS, HOWARD A SECRETARY 01/01/1980 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= WILCOC* 194Q0 11/07/2007 ,/ V4r4r4#_,. RESPONSIBILITY MATRIX NOTES: . . CONTRACTOR IS RESPONSIBLE FOR ALL WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. CONFLICTS BETWEEN SCHEDULE AND THE REST OF THE CONTRACT , :/ , DOCUMENTS SHALL BE BROUGHT TO THE OWNER'S ATTENTION PRIOR TO BEGINNING WORK. 2. SEE EQUIPMENT SCHEDULE FOR DIVISION OF EQUIPMENT ORDER, SUPPLY AND RESPO \SIBIL - Y MATRIX LTN L.L. G.C. OWNE 33HSINNfUU {3311Y1SNi OHSTIQr13 OTflvvsNl FURNISHE01 J3T1YISNI SAWCUT SLAB FOR NEW IN -SLAB PLUMBING FIXTURES • • REPAIR, LEVEL & SLOPE FOR FINISHES AND TRANSITIONS • • NEW CONCRETE EQUIPMEM CURB AND PLATFORMS • • RCMDVC IXISTING INTERIOR WALLS, j INSTALLATION RESPONSIBILITY PARTITIONS FlNls llcs AND • • RCMDVC EXISTING f1XTURCS fTNISHCS AND CQUIT'MCNT • • RCMDVC �. M1 CAP (C) PLUMDl CLCCTRIGAL AND OTIILR ITEMS IaDT USED • • FILE COP , ,, ;::�,,s Permit No. 20.122122. ;, , / r % : �`! ". /y ma ' tee'''" . 3 , " ice¢ �/ /19):;;4l.:. Mar review errors omissions. FLOOR COVERING MAPLE BASE IN CUSTOMER AREA • • CERAMIC TILE, BASE & GROUT • • NEW CUSTOMER AREA FLOORING, TRANSfTI0N5 AND THRESHOLDS • • F _= Approval of �,� documents �" "� p / I //�,•�,. % , :.. " f " -, �� , . '_ /, the violation � t '///i ,. ./�/r, ��:;...jl, ^'" //9�' �:� „ >��` n�� ¢�.vi:. r . :{z�e,.;. . f`H� /rte; �p�y % /.GY / "��f /�� �� %`g r �•i.�.• .� /j.�;ii �/�/� h of code Or ordnance. �_0- , ; ; ;, / f� i" � /� � -� -,� ZiOV',��,, :/ //,4rf �$,C ,�r/ i , /,. -,.., :, . is nose+dged: �� / �:: � � �� N . : K:x::,. o approved SEPARATE PERMIT , REQUIRED FOR: , � _ ���` NCW sLAD coNCRRE CONCRETE TOPPING /LEVELING /INFlLL • i DEMISING PARTITIONS DEM ONS FRAMING • • U.1- PENETRATION CAULKING AT RATED ASSEMBLIES • • M` r IJJ �� / f flir Mechanical Date: PATCH & REPAIR GYPSUM BOARD AT TENANT SIDE • • _ Electrical City of Tukwila i J Iumbin9 r BUILDING DIVISION , Gas Piping / City of Tukwila BUILDING DIVISION SOUND INSULATION • • INTERIOR PARTITIONS AND FURRING FRAMING, PLYWOOD & GYPSUM BOARD WALLS, CEIUNGS AND SOFFITS • • WALL BLOCKING FOR EQUIPMENT AND FIXTURES • • F.R.P. / WALL TILE • • PAINTING OR STAINING • • SOU HC ER SQUARE ACOUSTICAL LAY -IN CEILING WITH ::: PEN SYSTEM • • N DOORS, FRAMES AND HARDWARE • • 72 SOUT PATCH & REPAIR EXISTING PARTITIONS AS REQ'D. • • RADIUS SOFFIT AND MENU BOARD SOFFIT • • WOOD WAINSCOTTING • • STOREFRONT SUI E# 104. REVISIONS n _ ; 3; E °1 .A., — s ` r , ` , '% -- "COMING SOON" SIGN • • STOREFRONT ENTRY DOORS • • STOREFRONT FRAMING &GLAZING • • T u I ■ loo changes shall be made to the scope of work without prior approval of Tukwila Building D ivision. NOTE: R w il! require a new plan submittal NEW TEMPERED STOREFRONT GLAZING AS REQ'D. BY CODE • • NEW STOREFRONT ENTRY DOOR HARDWARE AND CLOSERS • • PATCH & REPAIR EXISTING EXTERIOR FINISHES TO MATCH EXISTING • • ' and may include additional plan review fees. I REKEY LOCKS AFTER C.O. • • WINDOW BLINDS • • w !NON t1 LM • • REPAIR SITE MAP PROJECT INFORMATION PROJECT DIRECTORY DRAWING INDEX & REPLACE OF (C) STOREFRONT ENTRY DOOR IIARDWAJI'C & CLOSERS i • REPAIR & REPLACE OF (E) STOREFRONT FRAMINC, CUOMO AND ENTRY DOORS i i FURNISHINGS ( TRASH ENCLOSURES SCOPE OF WORK: TENANT IMPROVEMENT CONSISTING OF BUILD -OUT OF A LEASED SPACE IN AN EXISTING, ONE STORY, MULTI - TENANT BUILDING. WORK INCLUDES NON STRUCTURAL PARTITIONS, CEILINGS. AND FINISHES. LEASE SQUARE FOOTAGE: 1 A OWNER / JAMBA JUICE COMPANY TENANT'S MICHAEL BLACK, A.I.A. TENANT 6475 CHRISTIE AVE., SUITE 150 ARCHITECT: 3100 E. RANDOL MILL EMERYVILLE, CA 94608 ARLINGTON, TX 76011 PHONE: 510 - 596 -0136 PHONE: 817- 633 - 4200x106 FAX: 510 -653 -0628 FAX 817 - 633 -4153 CONTACT: DANIEL PARK CONTACT BRAD DERKACH CONSTRUCTION GEAR MANAGEMENT TENANT'S DON PENN CONSULTING ENGINEER MANAGER 140 DOVER CT. ENGINEER: 635 WESTPORT PKWY. SUITE 300 SAN BRUNO, CA 94066 GRAPEVINE, TX 76051 CONTACT: JOE LOUDERMILK PHONE: 650- 826- 4311(CELL) PHONE: 8 17 - 410 -2858 FAX: 817 =251 -8411 LANDLORD WIG PROPERTIES MILLWORK SYNSOR CORPORATION 4811 134TH PLACE SE 1920 MERRILL CREEK PARKWAY BELLEVUE, WA. 98006 EVERU I, WA 98203 PHONE: 425 - 747 -8540 PHONE: 425 -551 1336 CONTACT: MON WIG FAX: 425- 551 -6110 BUILDING TUKWILA CITY HALL CONTACT: JEFF HUTT DE PART MEN T 6300 SOUTHCENTER BLVD. #100 LIGHTING TARRANT LIGHTING TUKWILA, WA. 98188 : 2113 FRANKLIN DR. 206 - 431 -367D PHONE FT. WORTH, TX 76106 CONTACT: BUILDING DIVISION PHONE: 817 - 626 -0044 FAX: 817 -740 -9416 HEALTH KING COUNTY HEALTH DEPT. CONTACT: ERIC FADELY DEPARTMENT 401 5TH AVENUE SUITE 1100 GENERAL A -0011 COVER A -002 SPECIFICATIONS A--003 SPECIFICATIONS A -004 SPECIFICATIONS ARCHITECTURAL A -121 FLOOR PLAN A-131 -131 REFLECTED CEILING P A -141 FINISH PLAN AND SCHEDULE A -151 EQUIPMENT /FIXTURE PLAN A -201 EXTERIOR ELEVATIONS A -603 SCHEDULES - FIXTURES/EQUIPMENT A -604 SCHEDULES - FIXTURES /EQUIPMENT MILLWORK PACKAGE SEE EQUIPMENT SCHED E MECH ELEC ROOM STAINLESS STEEL PACKAGE SEE EQUIPMENT SCHED ACCESSIBLE PARKING (E) (E) ACCESSIBLE WALKWAY JAMBA JUICE FURNITURE PACKAGE SEE EQUIPMENT SCHED MANAGER'S OFFICE EQUIPMENT SEE EQUIPMENT SCHED TOILET /MISC. EQUIPMENT SEE EQUIPMENT SCHED . rts~ ��� � � �� x ,�;>r* ir 1M• ~err p•w•r ...0��a�>Mr ■ ■��.�r t■allnummuna .”" °61- :rri/ it ra riau* ;•�• ; ; ; ; ; ; +% _ � � ♦ o �� � ' "'. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ �, ❑ �- ❑ pp 0 � KITCHEN EQUIPMENT SEE EQUIPMENT SCHED �� OCCUPANCY GROUP: B (PER IBC 303 CONSTRUCTION TYPE: TYPE V--B SPRINKLERED: YES SEISMIC ZONE: 4 GOVERNING CODE CRITERIA WALK -IN REFRIGERATOR AND FREEZER PACKAGES • • OUTDOOR TABLES /CHAIRS /UMBRELLAS (SEPARATE PERMIT) • • ■�� rr rrrl.• t r• *�� » ��•t - �n►,; .;i■��IL Ian � ' a • �/ �� � " � � �t� MENU BOARDS • • 1071 • =, m> 4 � �.` f ) > _ !$ �+- •■■ M■n■w■,T■■n•1 r.. MODULAR PANEL WALL SYSTEM • • - SIGNAGE -- MB :w • BUILDING N • ? EXTERIOR SIGNAGE SEPERATE PERMIT) ( ) I �i1 i ■> m 74 .7,, i ^s ": `� INTERIOR GRAPHICS SE EQUIPMENT sCHED INTERIOR WINDOW SIGN • • , I 1_ �: A -605 A -701 A -801 A -802 A�-80 A� 804 A -805 EQUIPMENT/ DOOR SCHEDULES - EQUIPMENT DOOR NTERIOR ELEVATIONS ELECTRICAL TO AND FINAL CONNECTION TO EXTERIOR SIGNAGE • • FADRIC AWNING W/ AVER rRRMC • • •. . -. = NTERIOR DETAILS NTERIOR DETAILS NTERIOR DETAILS NTERIOR DETAILS NTERIOR DETAILS -LOGO (SEPARATE�ERI i .,� .. .._..- ..�■tii�ltf■CIIJ■Illst�■' 'lm:!■ a ■� �■�■�wa�i>wI>. ��■r� HVAC : 4 41�".*.�■■■■■�!■■■■in■ ■ ■■■ ■■■■■ ■ ■ ■R■■ ■ ■ ■ ■ , ■■■ � r M!; Al BUILDING CODE: 2D06 INTERNATIONAL BUILDING CODE ACCESSIBILITY CODE: ANSI LIFE SAFETY CODE: LIFE SAFETY CODE NFPA 101 ENERGY CODE: 2006 WA STATE ENERGY CODE MECHANICAL CODE: 2006 INTERNATIONAL MECHANICAL CODE JF%CGALC88E: LUMN : 2006 UNIVERSAL PLUMBING CODE 2005 NATIONAL ELECTRICAL CODE ~ f USABLE SQUARE FOOTAGE: 726 OCCUPANT LOAD: DINING AREA: 436 5F / 15 = 29 K ITCHEN /SERVICE: 143 SF / 200 = 1 RESTROOMS / /Wp K- NS: 235 SF / 100 0 = 0 pow ■ �� ►1 � ' � A . ,==g &f & MMM>AMrMMM ■ ■ ■ ■�■ EXISTING HVAC UNIT, SUSP. & MOUNTING SYSTEMS • • IMMIIIIU MINMMMMMM I (E) PARKING TRUE NORTH BY LANDLORD NLlY IWAC UNIT, 5U5f' SYSTCtdS • • A -806 BLENDER STATION DETAILS A -807 EQUIPMENT DETAILS MECHANICAL M -001 MECHANICAL SPECIFICATIONS M -002 MECHANICAL SPECIFICATIONS & CALCULATIONS M -101 MECHANICAL PLAN M -501 MECHANICAL DETAILS MEP -101 MEP ROOF PLAN ELECTRICAL E -001 ELECTRICAL SPECIFICATIONS E -002 ELECTRICAL SPECIFICATIONS AND NOTES E -101 POWER ROUGH-IN PLAN E -102 POWER PLAN E -103 SYSTEMS PLAN E -104 KITCHEN EQUIPMENT SCHEDULE E -111 LIGHTING PLAN E -601 PANEL SCHEDULES & RISER E-801 ELECTRICAL DETAILS E -802 ELECTRICAL DETAILS E -803 ELECTRICAL DETAILS PLUMBING Sc MOUNTING WIRING & CONNECTIONS • • DUCTWORK, DAMPERS AND GRILLES • • SEATTLE, WA. 98104 SIGNAGE VISIBLE GRAPHICS PHONE: 206-296-4632 14732 CALVERT STREET CONTACT: ENVIRONMENTAL HEALTH VAN NUYS, CA 91411 PHONE: 818-787-0477 FAX: 818 -787 -0415 CONTACT: DAVE MAHN STAINLESS WEST STAR INDUSTRIES 4445 E. FREMONT ST. STOCKTON, CA 95215 PHONE: (209) 955 -8239 FAX: (209) 955 -8250 CONTACT BEN FOCKE EQUIPMENT EAST BAY VENDOR 49 FOURTH ST. OAKLAND CA 94607 PHONE: 510 -627 -0293 FAX: 510 - 465 -2134 CONTACT: LUCILLE CUNNINGHAM p , k SP , _` - gip ; _�. p� �� n� '`�` P'` �� 0.►� RE THERMOSTATS AND CONTROLS • • CONTROL WIRE (LOW VOLTAGE) • • AIR BALANCING • • TOILET EXHAUST FAN • • VICINITY MAP PLUMBING EXISTING WATER SERVICE TO SPACE • • EXISTING GAS SERVICE TO BUILDING • • EXISTING SANITARY WASTE SERVICE TO SPACE • • (N) SANITARY VENT • • .� _ 4 , 4 _ � , y :- - -= _ ?,, :,; t `' - f " � f ���� s •s ," :. ': t <� ms �- •. � h � - �, : . TRUE NORTH FINAL CONNECTIONS • • HVAC CONNECTIONS • • GAS PIPING A/C • • WATER HEATER • i PLUMBING FIXTURES SEE EQUIPMENT SCHED EZOAR JUICE �i�•� _ .. • Y P 001 PLUMBING SPECIFI AND NOTES PT-101 PLUMBING ROUGH -IN PLAN P-102 PLUMBING SANITARY PLAN P -103 PLUMBING SUPPLY PLAN P _ 104 PLUMBING RISE DIAGRAMS P-601 PLUMBING SCHEDULES DlsrcNSCRS " � W1 v 1 725 :- . f ;; T kw� i .. Q Southcenter Pk .. f :, 0 � : I a A 98188-33 a : TOTAL OCCUPANTS: 32 EMPLOYEES: 4 (MAXIMUM) AT ONE TIME) SEATING COUNT: INTERIOR SEATING = 9 ACCESSIBLE 2 PATIO SEATING = 10 �1 ACCESSIBLE TOT NUMBER OF SEATS = 19 TOILETS PROVIDED: 1 DRY STORAGE CAPACITY: 25 LINEAR FEET EXITS PROVIDED: TWO EXITS DESIGN BUILD UNDER SEPARATE PERMIT: FIRE ALARM PLAN / FIRE SPRINKLER PLAN SIGNAGE WALK -IN / FREEZER COOLER/FREEZER ELECTRICAL . ELECTRICAL SERVICE TO SPACE �• •1 ELECTRICAL & TELJ P HONE PANELS • • • NEW TRANSFDRM CR i i • "` �� • .< w �z j s fi P-801 PLUMBING DETAILS P -802 PLUMBING DETAILS >� - ,,.., `/ EQUIPMENT ROUGH -IN AND FINISH • • I LIGHT FIXTURES, MOUNTING ACCESSORIES, &LAMPS • • MUSIC SYSTEM & SPEAKERS • • €„ R ..` $ w , ,�:, f� ,. �� :, 4 b � � „ ,� . " IC -. „ . `, � r 1 F S M14 �.. .F , \ T : 5 k-� QIt7h'[iCtOSORcn OMB ra�'i ,I Oriel 'II I�,In ., � .. .� : •. � ; _ .x •: � � . � • = ?` ' T EXIT /EMERGENCY LIGHT SYSTEM • • ALARM SYSTEM • • P.0 S. CONDUIT & CABLE PULLS • • TELEPHONE /DATA LINES OUTLETS AND CONDUIT FROM POINT OF CONNECTION TO MANAGER'S DESK. (COORD. W/ MCKENZIE & ASSOCIATES) • • P.D.S. E UIPMENT ELEPHONE DATA INSTALLATION COORD. W/ JADEON) Q /r / ( 1 ) • • • • ; a , Ff CZ04R cDraDUrrs FIRE PROTECTION NEW SPRINKLER SYSTEM HEADS (COORDINATE WITH LANDLORD) • • NEW SPRINKLER SYSTEM DROPS (COORDINATE wCl'FI LANDLORD) • • FIRE EXTINGUISHERS • • 9 CORRE _ ION LTR # 10 ))) 9205 AppVd By B M D 1 I rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTE.RE_D R HITECJ ICHAEL R. BLACK STATE OF WASHINGTON D0�- 3l8 0 �-o ce cf) 0 r 8 0 tlC 0 C b oc 0 0 w Issue Date 8/21/07 Drawn By SAR . Revis Date Description By City, Health 9 Cust, Comments SAR, MEA A iv /te 17 Cover Sheet RECEIVED OCT 18 2007 A 0 °ERMIT CENTEb CO CO 0 0 0 �k � PROJECT NUMBER: Arlington, Texas 76011 • RESPONSIBILITY MATRIX NOTES: 1. THIS SCHEDULE IS PROVIDED FOR QUICK REFERENCE ONLY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK DESCRIBED IN THE CONSTRUCTION FLIC N / / / DOCUMENTS. CONTS BROUGHT SCHEDULE AND THE REST OF THE CONTRACT DOCUMENTS SH BE BROUGH TO THE OWNER'S ATTENTION PRIOR TO BEGINNING WORK. 2. SEE EQUI FOR IV SION OF EQUIPMENT ORDER, SUPPLY AND RESPO\SIBILTY vATRIX FLOOR WORK & DEMOLITION L L. G.C. OWNER 3HSINafJ INSTALLED 1 FURNISHE INSTALLED 13HSINEfl3 INSTALLED SAWCUT SLAB FOR NEW IN -SLAB PLUMBING FIXTURES • • REPAIR, LEVEL & SLOPE FOR FINISHES AND TRANSITIONS 0 • NEW CONCRETE EQUIPMENT CURB AND PLATFORMS • • • • INSTALLATION REMOVE EXISTING INTERIOR WALLS, PARTITIONS AND rINFINISHES / REMOVE EXISTING FIXTURES, FINISHES AND EQUIPMENT ® • OTHER ITEMS NOT USED REMOVE CAP PLUMBING ELECTRICAL AND OTHER • • ;�:� . .. APPROVED � � SUB JECT TO ORDINANCE fU !' / / , OCT 0 a 2007 / ;i �i�/ // . y /j j % � 4) ic LEGAL DISPOSAL OF ALL DCMOLISIIED MATERIALS • • FLOOR COVERING MAPLE BASE IN CUSTOMER AREA • • CERAMIC TILE, BASE &GROUT NEW CUSTOMER AREA FLOORING, TRANSITIONS AND THRESHOLDS • • • ■ � /1�r' % � ©� - a � � � ,� � !� / ,�/� j 1 *. r ` y �'��' y �� _ ���� �fr ' � ��n� . ,, �" T= !fi" � I�"= r/ / r • r ` � '' r / ;, ' ri i aa dL■ B t � � y�� � CONCRETE TOPPING LEVELING INFILL / / • • DEMISING PARTITIONS / � t % / / ` ' . S OUT CEN 17250 sou _ # , %-) 1Z - y � _ ._ f� �' �.,. ,. 4 ER SQUAR C N ER PK = FRAMING U.L. PENETRATION CAULKING AT RATED ASSEMBLIES PATCH & REPAIR GYPSUM BOARD AT TENANT SIDE • • SOUND INSULATION • INTERIOR PARTITIONS AND FURRING FRAMING, PLYWOOD & GYPSUM BOARD (WALLS, CEILINGS AND SOFFITS) 0 • WALL BLOCKING FOR EQUIPMENT AND FIXTURES • • F.R.P. / WALL TILE • • PAINTING OR STAINING • • ACOUSTICAL LAY -IN CEILING WITH SUSPENSION SYSTEM • DOORS, FRAMES AND HARDWARE (SEE A -605) • is PATCH & REPAIR EXISTING PARTITIONS AS REQ'D. O • RADIUS SOFFIT AND MENU BOARD SOFFIT • • WOOD WAINSCOTTING • • _ STOREFRONT SUI # -104 BARRICA ® • "COMING SOON" SIGN • • STOREFRONT ENTRY DOORS • STOREFRONT FRAMING & GLAZING • • uKvvi A 3 ■ NEW TEMPERED STOREFRONT GLAZING AS REQ'D. BY CODE • • NEW STOREFRONT ENTRY DOOR HARDWARE AND CLOSERS PATCH & REPAIR EXISTING EXTERIOR FINISHES TO MATCH EXISTING • • REKEY LOCKS AFTER C.O. • •• WINDOW BLINDS • • WINDOW FILM • • RCf SITE MAP PROJECT INFORMATION PROJECT DIRECTORY DRAWING INDEX RCf AIR & LACE Or (C) STORCfRONT ENTRY DOOR I IARDWARC &CLO O • REPAIR & REPLACE OF (E) STOREFRONT rnAMINC, CLAZINC AND ENTRY DOORS • • FURNISHINGS TRASH ENCLOSURES SCOPE OF WORK: TENANT IMPROVEMENT CONSISTING OF BUILD -OUT OF A LEASED SPACE IN AN EXISTING, ONE STORY, MULTI - TENANT BUILDING. WORK INCLUDES NON STRUCTURAL PARTITIONS, CEILINGS, AND FINISHES. LEASE SQUARE FOOTAGE: 1,507 1 OCCUPANCY GROUP: B (PER IBC 303.1.1) ( ) CONSTRUCTION TYPE: TYPE V -B SPRINKLERED: YES SEISMIC ZONE: 4 GOVERNING CODE CRITERIA: OWNER / JAMBA JUICE COMPANY TENANT'S MICHAEL BLACK, A.I.A. TENANT 6475 CHRISTIE AVE., SUITE 150 ARCHITECT: 3100 E. RANDOL MILL EMERYVILLE, CA 94608 ARLINGTON, TX 76011 PHONE: 510- 596 -0136 PHONE: 817 - 633 - 4200x106 FAX: 510- 653 -0628 FAX: 817 - 633 -4153 CONTACT: DANIEL PARK CONTACT: BRAD DERKACH CONSTRUCTION GEAR MANAGEMENT TENANT'S DON PENN CONSULTING ENGI MANAGER 140 DOVER CT. ENGINEER: 635 WESTPORT PKWY. SUITE 300 SAN BRUNO, CA 94066 GRAPEVINE, TX 76051 PHONE: 650-826-4311(CELL) ( ) PHONE: 817- 410 -2858 CONTACT: JOE LOUDERMILK FAX: 817- 251 -8411 LANDLORD WIG PROPERTIES MILLWORK SYNSOR CORPORATION 4$11 134TH PLACE SE 1920 MERRILL CREEK PARKWAY BELLEVUE, WA. 98006 EVERETT, WA 98203 -- PHONE: 425-747-8540 PHONE: 425-551-1336 CONTACT: MON WIG FAX: 425 - 551 --6110 CONTACT: JEFF HUTT BUILDING TUKWILA CITY HALL DEPARTMENT 6300 SOUTHCENTER BLVD. #100 LIGHTING TARRANT LIGHTING TUKWILA, WA. 98188 2113 FRANKLIN DR. PHONE: 206 - 431 -3670 FT. WORTH, TX 76106 CONTACT: BUILDING DIVISION 1 PHONE: 817-626-0044 1 FAX: 817- 740 -9416 1 HEALTH KING COUNTY HEALTH DEPT. CONTACT: ERIC FADELY e DEPARTMENT DEPARTMENT GENERAL A -000 COVER SHEET A -001 GENERAL INFORMATION A -002 SPECIFICATIONS A -003 SPECIFICATIONS A -004 SPECIFICATIONS ARCHITECTURAL A -121 FLOOR PLAN A -131 REFLECTED CEILING PLAN A -141 FINISH PLAN AND SCHEDULE A -151 EQUIPMENT /FIXTURE PLAN A -201 EXTERIOR ELEVATIONS A-603 SCHEDULES - FIXTURES /EQUIPMENT A -604 SCHEDULES - FIXTURES /EQUIPMENT A SCHEDULES EQUIPMENT MILLWORK PACKAGE SEE EQUIPMENT SCHED (E) ROOM STAINLESS STEEL PACKAGE SEE EQUIPMENT SCHED (E) MECH/ELEC (E) ACCESSIBLE PARKING (E) ACCESSIBLE WALKWAY JAM BA JUICE FURNITURE PACKAGE SEE EQUIPMENT SCHED MANAGER'S OFFICE EQUIPMENT SEE EQUIPMENT SCHED TOILET /MISC. EQUIPMENT sE EQUIPMENT SCHED %M��^ KITCHEN EQUIPMENT SEE EQUIPMENT SCHED rte. ■ ■ ■ ■ ■ ■ ■ ■..�r.r.�■ �rl>rM ��►rr�rrr t� �N N r r 1 :Caetral - + �r':•■■■■■■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■� /L : � WALK -IN REFRIGERATOR AND FREEZER PACKAGES ����� � ` _ ❑ _ �' ��� r � 1 ■i ^� - OUTDOOR TABLES /CHAIRS /UMBRELLAS (SEPARATE PERMIT) • • ����,�1� �M� � ���r I � - � E , 15i, ■ u " �- �C�'�� :" MENU BOARDS • • � ■w■■ru ■■ BUIL[71NG N ' '� . � ,��- ■w■u■n•!ma■w • �: �: _ '� • i�l ■a.. MODULAR PANEL WALL SYSTEM • • IN I■ IE ■1 m • - -701 I I la c 1 • ■ir mi ■ ■R •.• .... __ .....!++�n���, SIGNAGE EXTERIDR SIGNAGE (SEPERATE PERMIT ( ) I 1 1 • I ° � �i�r ;r �� ■ ■�. INTERIOR GRAPHICS SEE EgUIPMENT SCHED LIGHTED INTERIOR WINDOW SIGN • • ■� . � I ' I 1 ° -605 A A -801 A -802 A -803 A -804 A -805 - /DOOR NTERIOR ELEVATIONS ELECTRICAL TO AND FINAL CONNECTION TO EXTERIOR SIGNAGE • • F ABRIC AWNING W LOGO OVER EXISTING FRAME SEPARATE PERMIT) / C3 -. . . ^� 1 Illim NTERIOR DETAILS NTERIOR DETAILS NTERIOR DETAILS NTERIOR DETAILS NTERIOR DETAILS ( • • � _ ""'y""" "���� +: m : �■ surp,, H VAC \ [ � ��iiim. ■■■■� ww ■wwww■■■■■■■■■■■■ . I BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE ACCESSIBILITY CODE: ANSI LIFE SAFETY CODE: LIFE SAFETY CODE NEPA 101 ENERGY CODE: 2006 WA STATE ENERGY CODE MECHANICAL CODE: 2006 INTERNATIONAL MECHANICAL CODE PLUMBING CODE: 2006 UNIVERSAL PLUMBING CODE ELECTRICAL CODE: 2005 NATIONAL ELECTRICAL CODE `� -__J USABLE SQUARE FOOTAGE: 726 OCCUPANT LOAD: DINING AREA: 436 SF / 15 = 29 KITCHEN /SERVICE: 143 SF / 200 = 1 BACK AREA /STORAGE: 147 SF / 100 = 2 RESTROOMS /WALK -INS: 235 SF / 0 = 0 TOTAL OCCUPANTS: 32 AT ONE ES: 4 (MAXIMUM) SEATING COUNT: INTERIOR SEATING = 9 2 ACCESSIBLE PATIO SEATING = 10 (1 ACCESSIBLE) TOTAL NUMBER OF SEATS = 19 TOILETS PROVIDED: 1 DRY STORAGE CAPACITY: 25 LINEAR FEET EXITS PROVIDED: TWO EXITS D ESIGN /BUILD UNDER SEPARATE PERMIT: FIRE ALARM PLAN FIRE SPRINKLER PLAN SIGNAGE WALK -IN COOLER /FREEZER r � ■ �� rr V' • 4 - • - — % ���������� ■���■ EXISTING HVAC UNIT, SUSS. & MOUNTING SYSTEMS & `— NIMBI� ��■�■m1 NEW IIVAC UNIT, yUST'. & MOUNTING SYSTEMS A--806 BLENDER STATION DETAILS 1 (E) PARKING TRUE NORTH BY LANDLORD NIN A -807 EQUIPMENT DETAILS MECHANICAL M -001 MECHANICAL SPECIFICATIONS M -002 MECHANICAL SPECIFICATIONS & CALCULATIONS M -101 MECHANICAL PLAN M--501 MECHANICAL DETAILS MEP -101 MEP ROOF PLAN ELECTRICAL E -001 ELECTRICAL SPECIFICATIONS E-002 ELECTRICAL SPECIFICATIONS AND NOTES E--101 POWER ROUGH -IN PLAN E -102 POWER PLAN E -103 SYSTEMS PLAN E -104 KITCHEN EQUIPMENT SCHEDULE E -111 LIGHTING PLAN E 601 PANEL SCHEDULES & RISER E -801 ELECTRICAL DETAILS E -802 ELECTRICAL DETAILS E -803 ELECTRICAL DETAILS PLUMBING • • WIRING & CONNECTIONS • • DUCTWORK, DAMPERS AND GRILLES ® • 401 5TH AVENUE SUITE 1100 WA. 98104 SIGNAGE VISIBLE GRAPHICS PHONE: 206-296-4632 14732 CALVERT STREET CONTACT: ENVIRONMENTAL HEALTH VAN NUYS, CA 91411 PHONE: 818 -787 -0477 FAX: 818-787-0415 CONTACT: DAVE MAHN STAINLESS WEST STAR INDUSTRIES 4445 E. FREMONT ST. STOCKTON, CA 95215 PHONE: (209) 955 -8239 FAX: (209) 955-8250 CONTACT: BEN FOCKE EQUIPMENT EAST BAY VENDOR 49 FOURTH ST. OAKLAND, CA 94607 PHONE: 510- 627 -0293 FAX: 510- 465 -2134 CONTACT: LUCILLE CUNNINGHAM THERMOSTATS AND CONTROLS • • CONTROL WIRE (LOW VOLTAGE) • • AIR BALANCING • • TOILET EXHAUST FAN O V ICINITY PLUMBING EXISTING WATER SERVICE TO SPACE • • EXISTING GAS SERVICE TO BUILDING • EXISTING SANITARY WASTE SERVICE TO SPACE • • (N) SANITARY VENT • is 5 w N, A� ,, .• [ , I t . ,rL S 11 i �A SIT 66 , w £,. ...� i R �`�` '� � ��F + f� 3.c5 � rr p �� ;:k i .. .: >` - , r . FINAL CONNECTIONS • • I HVAC CONNECTIONS • • GAS PIPING A/C • • WATER HEATER • • PLUMBING FIXTURES SEE EQUIPMENT SCHED EZDAR JUICE DISf CNSCRS o u t h ce nt e r P kw 4 ' Tu k i' a "' �981887330 R : ". TRUE NORTH 40 P -001 PLUMBING SPECIFICATIONS AND NOTES P_ 101 PLUMBING ROUGH -IN PLAN P-102 PLUMBING SANITARY PLAN P -103 PLUMBING SUPPLY PLAN P -104 PLUMBING RISER DIAGRAMS P -601 PLUMBING SCHEDULES ® • ELECTRICAL ELECTRICAL SERVICE TO SPACE • O ELECTRICAL & TELEPHONE PANELS • • NEW TRANSFORMER � p � ti g r. -gt u F • , � , rotave 0 i SeaToc e . a . ; .,tr x Y �h� te r a . a ,, : w w;nroM 17 0 0 1 ° 1 ,, ,,� : : r . Y p " { a1 ... :$ Ira ... -. „ , / A ,''% q - C07 hilictQsoftC'ti' ZO�r"1��4TEp,��alif0t'TieI w,,, � t a � �: ., ,� .g � ,I� � ;.. �. � . ;p.��� P -801 PLUMBING DETAILS P -802 PLUMBING DETAILS • • EQUIPMENT ROUGH -IN AND FINISH • • LIGHT FIXTURES, MOUNTING ACCESSORIES. & LAMPS • • MUSIC SYSTEM & SPEAKERS • • EXIT /EMERGENCY LIGHT SYSTEM • • ALARM SYSTEM • • P.O.S. CONDUIT & CABLE PULLS ® • TELEPHONE /DATA LINES OUTLETS AND CONDUIT FROM POINT OF CONNECTION TO MANAGER'S DESK. (COORD. W/ MCKENZIE & ASSOCIATES) • • P.O.S. EQUIPMENT/TELEPHONE /DATA INSTALLATION (COORD. W/ JADEON) • • CZDAR CONDUITS FIRE PROTECTION NEW SPRINKLER SYSTEM HEADS (COORDINATE WITH LANDLORD) • • NEW SPRINKLER SYSTEM DROPS (COORDINATE WITH LANDLORD) • O FIRE EXTINGUISHERS • • APPLICANT COPY F E D C B A 2 3 4 5 6 8 9 10 A A A A A Issue Date Drawn By OCT 03 2007 ± \! DER S SAR APPV1 BY B M D A -000 MfCHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 9205 REGISTERED ARCHI MICHAEL R. BLACK STATE OF WASHINGTON 8/21/07 Revisions Date Description By Cver Sheet i ABBREVIATIONS ACC ACOUS ACT AD ADDM ADJ AFF AHU ALT ALUM ANOD APPROX APT ARCH ATM AUTO AV BB BD BLDG BLKG BO BOT BRG BRZ B /sT OUR CS CSWK CT CTR CU D DBL DEMO DET OF DIA DIAG DIM DIV DMPF ON DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP Q EQUIP EXH EXP EXIST EXT FA FCIO FCIC FD FDC FDTN FE FEC FH FHC FIG FIN FIXT FLEX FLR FLUOR FO FOIC FOIO ASPHALTIC CONCRETE/ ACOUSTICAL CEILING ACCESSIBLE ACOUSTICAL ACOUSTICAL CEILING TILE AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED APPROXIMATE /APPROXIMATELY APARTMENT ARCHITECT, ARCHITECTURAL AUTOMATIC TELLER MACHINE AUTOMATIC AUDIO VISUAL BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILDING STANDARD BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT, CEMENTITIOUS CER CERAMIC CFLG COUNTERFLASHING CH COAT HOOK CI CAST IRON CIP CAST -IN -PLACE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET CEILING SYSTEM CASEWORK CERAMIC TILE CENTER CUBIC DEEP DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EQUAL EQUIPMENT EXHAUST EXPANSION, EXPOSED EXISTING EXTERIOR FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FURNISHED BY CONTRACTOR/ INSTALLED BY CONTRACTOR FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FIXTURE FLEXIBLE FLOOR FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FURNISHED BY OWNER/ INSTALLED BY OWNER FP FR FRMG FRPF FRT FS FT FIG FUT FVC FWC GA GALV GB GC GEN GFRC GFRG GFRP GL GWB GYP GYP BD H HS HC HO HDBD HOW HDWD HM HO HORIZ HR HT HVAC ID INCL INFO INSUL INT KIT KITCHEN M MAS MATL MAX MECH MED MEMB MEZZ MGT MFR MH MIN MISC MO MS MTD MTL MVBL MW OC OD OH OPNG OPP ORD OTS FIRE PROTECTION FRAME, FIRE RATED FRAMING FIREPROOF, FIREPROOFING FIRE RETARDANT TREATED FLOOR SINK FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GENERAL, GENERATOR GLASS -FIBER REINFORCED CONCRETE GLASS -FIBER REINFORCED GYPSUM GLASS -FIBER REINFORCED PLASTIC GLASS GYPSUM WALL BOARD GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT HEATING, VENTILATING AND AIR CONDITIONING INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR JANITOR JANITOR CLOSET JANITOR SINK JOINT L LONG /LEFT HAND LAM LAMINATE, LAMINATED LAU LAUNDRY LAV LAVATORY LT LIGHT LTG LIGHTING MIRROR MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE MICROWAVE N NORTH NIC NOT iN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE /OPPOSITE HAND OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PBD PC PCG PD PERP PLAM PLAS PLYWD PNL PL PR PRK PROP PT PTD PIN PTD /WR QT R RCP RD REF REFR REINF REQD REV RFG RM RO RT S SC SCD SCHED SD SECT SF SGL SHT SHTHG SIM SPEC SPKLR SPKR SQ S5 SERVICE SINK SST STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T T &G TEL TEMP TER THK TMPD TO TPD TSTAT TV TIP U UGND UNFIN UON VB VAPOR BARRIER VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VENEER VR VAPOR RETARDER VWC VINYL WALLCOVERING XFMR TRANSFORMER YD YARD PARTICLEBOARD PRECAST PLASTIC CORNER GUARD PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PAPER TOWEL DISPENSER PARTITION PAPER TOWEL DISPENSER /WASTE RECEPTACLE QUARRY TILE RADIUS, RISER, RIGHT HAND REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE STORM DRAIN SECTION SQUARE FOOT SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE TREAD TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO THICK, THICKNESS TEMPERED TOP OF TOILET PAPER DISPENSER THERMOSTAT TELEVISION TYPICAL URINAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT, WATER HEATER WELDED WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC GENERAL NOTES 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. 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 ADJACENTWALL INTERSECTIONS. HEALTH NOTES 1. STRUCTURAL: - FULLY ENCLOSED BUILDING. - VERMIN PROOF. 2. WALLS & CEILINGS: - LIGHT IN COLOR FOOD PREPARATION, UTENSIL WASH, & WALK -IN REFRIGERATION. (NOTE: LIGHT COLORED MEANS HAVING A LIGHT REFLECTANCE VALUE (LRV) OF 70% OR GREATER. 3. LIGHTING: - SUFFICIENT NATURAL OR ARTIFICIAL LIGHTING, I.E. 20 FOOT CANDLES 30" ABOVE THE FLOOR. - LIGHT FIXTURES SHALL BE SHATTERPROOF OR W/ SHATTERPROOF SHIELDS, AND EASILY CLEANABLE. 4. UTENSILS & EQUIPMENT: - ALL EQUIPMENT MEETS OR IS EQUIVALENT TO, APPLICABLE SANITATION STANDARDS. -ALL CRACKS & CREVICES AT JOINTS SEALED W/ AN APPROVED MATERIAL. - COUNTERS /CABINETS OF ACCEPTABLE QUALITY. SYMBOLS XX A -XXX SECTION SHEET NUMBER BUILDING SECTION INDICATOR WALL SECTION INDICATOR SHEET NUMBER DETAIL INDICATOR ELEVATION MATCHLINE INDICATOR MATCH LINE SEE XX/A-XXX EXISTING COLUMN GRID INDICATOR AND GRID LINES XX A -XXX SHEET NUMBER EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR SECTION X A -XX e SHEET NUMBER DETAIL SHEET NUMBER SECTION DETAIL INDICATOR EL 100.00' X ROOM NAME ELEVATION SHEET NUMBER NEW COLUMN GRID INDICATOR AND GRID LINES SPOT ELEVATION INDICATOR DATUM INDICATOR ROOM NAME AND NUMBER ACCESSIBILITY / ADJACENT USE PLAN �kicararmass■iiiiiiii ,• a ��r��rrr/ iiriiiiri�iiiiii>: `mi = = : .��: :m =0 ~ 1 a_ 1 ini IN MN UM KA km 1 ■ AI■■ IN An No ■ aliEr ■IJ■ ■■■t•ITVe �iriarRIPI! ._nTi viia ACCESSIBILITY/EGRESS MAP • 1J.7/ Jl�f J /J! JJr /� J41 %J J7r'r, !dJ/ 54 "x60 f © CLEAR SPACE ACCESSIBLE ROUTE OF TRAVEL SLOPES NOT TO EXCEED RUNNING SLOPE OF 1:20 (5.0 %), MAX CROSS SLOPE OF 1:50 (2.0%) MAX. ACCESSIBLE PARKING SPACES AND AISLES SHALL BE LEVEL WITH SURFACE SLOPES AND NOT EXCEEDING 1:50 (2.0 %) IN ALL DIRECTIONS. SITE ACCESSIBILITY PROVIDED BY LANDLORD. HANDICAPPED ACCESSIBILITY NOTES: 1. THIS PROJECT SHALL COMPLY WITH ALL FEDERAL AMERICANS WITH DISABILITY ACT REGUATION AND ALL LOCAL ACCESSIBILTY REGULATIONS. 2. THRESHOLDS SHALL BE NO HIGHER THAN 1/2 ABOVE THE FLOOR. EDGE TO BE BEVELED WITH SLOPE NO GREATER THAN 1 IN 2. 3. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS. 4. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILTY AT ALL ENTRANCES AND WITH DIRECTIONAL SIGNS AS REQUIRED. SEE A-201. 5. ACCESSIBLE DOORS MUST BE MINIMUM 3' -0" (WIDTH) X 6' -8" (HEIGHT). MODIFY IF REQUIRED. 6. PROVIDE 18" CLEAR SPACE AT STRIKE /PULL SIDE ON INTERIOR DOORS, AND 12" CLEAR AT STRIKE /PUSH SIDE OF DOORS WITH CLOSERS. 7. FLOOR SHALL BE LEVEL THROUGHOUT. 8. PROVIDE HANDICAP ACCESSIBILTY SIGNAGE ON RESTROOM DOORS: A. 12" EQUILATERAL TRIANGLE FOR MEN. B. 12" DIAMETER CIRCLE FOR WOMEN. C. 1/4" THICK, CENTERED ON DOOR, 60" ABOVE FLOOR WITH CONTRASTING COLOR. 9. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. TRAVEL DISTANCE FROM HC PARKING: 120 FT. SYMBOL LEGEND: NO SCALE MINIMUM 36" CLEAR PATH OF TRAVEL JAMBA JUICE TRUE NORTH TRUE NORTH Issue Date Revisions Date HAEL R. BLACK STATE OF WASHINGTON 9/28/07 Drawn By SAR Appv'd By BM D REGISTERED AR HITECT 8/21/07 1 2 3 I 7 9 10 cb 0 7 - ) 9205 J5.2.2 VERSION mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 ot . ` 01 06 -08 -06 5.2.2 General Information RECEIVED A-OO j CT 18 2007 PERMIT CENTEs F E D C B A 01100 SUMMARY 1 00700 GENERAL CONDITIONS B. DEFINITIONS: 1. LANDLORD: MALL DEVELOPER OR BUILDING OWNER, 2 OWNER: JAMBA JUICE, TENANT. 2 A. THE AIA A107 "ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION PROJECTS OF LIMITED SCOPE WHERE THE BASIS OF PAYMENT IS A STIPULATED SUM, 1997 EDITION, EXCEPT AS MODIFIED OR SUPPLEMENTED BELOW, SHALL GOVERN THE WORK. B. REFERENCES TO THE "OWNER" SHALL MEAN JAMBA JUICE COMPANY OF SAN FRANCISCO, CALIFORNIA. S OF 5 THESE DRAWINGS ID TECHNICAL REQUIREMENTS FOR TYPICAL A. THE SECTION SPECIFICATIONS PROVIDED ON IDENTIFY THE TECH Q JAMBA JUICE 'SMOOTHIE BAR' COMMERCIAL RESTAURANT PROJECTS. CONSEQUENTLY, THEY MAY CONTAIN SOME SPECIFICATIONS OR ELEMENTS THAT DO NOT APPLY TO THE WORK OF THIS CONTRACT. THE CONTRACTOR SHALL REFER TO THE REMAINING DRAWINGS IN T1-1I5 SET AND SHALL VISIT SITE TO DETERMINE THE APPLICABLE SCOPE OF REQUIRED WORK FOR THIS PARTICULAR JAMBA JUICE RESTAURANT. C. SPECIAL WORK REQUIREMENTS: 1. OBTAIN A COPY OF, AND COMPLY WITH, ALL DESIGN AND CONSTRUCTION REQUIREMENTS OF THE BUILDING LANDLORD. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IN THE EVENT THAT LANDLORD'S REQUIREMENTS CONFLICT WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS_ 2. USE OF PREMISES: CONFORM TO ALL OF THE REQUIREMENTS OF THE LANDLORD. D. SEPARATE WORK: 1. CERTAIN ITEMS WILL BE FURNISHED AND INSTALLED BY LANDLORD, OWNER OR CONTRACTOR, OR ANY COMBINATION THEREOF. 2. REFER TO RESPONSIBILITY MATRIX ON SHEET A - 000 FOR CLARIFICATION OF SEPARATE WORK ITEMS. 3. PERFORM WORK SO AS TO ALLOW THE PERFORMANCE OF WORK BY OTHER CONTRACTORS WITHOUT HINDRANCE. E. ITEMS FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR: 1. CERTAIN ITEMS WILL BE FURNISHED BY JAMBA JUICE FOR INSTALLATION BY THE CONTRACTOR. THESE ITEMS ARE NOTED IN THE RESPONSIBILITY MATRIX. 2. CONTRACTOR SHALL COORDINATE WORK TO FACILITATE INSTALLATION OF THESE ITEMS. 3. JAMBA JUICE RESPONSIBILITIES: a) ARRANGE FOR AND DELIVER SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES TO CONTRACTOR. b) ARRANGE AND PAY FOR PRODUCT DEUVERY TO SITE. c) ARRANGE FOR REPLACEMENT OF DAMAGED, DEFECTIVE, OR MISSING ITEMS. d) ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS, AND SERVICE 4. n nCONTRACTOR'S RESPONSIBILITIES: a) REVIEW SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. b) RECEIVE AND UNLOAD PRODUCTS AT SITE; INSPECT FOR COMPLETENESS, FOR DAMAGE, JOINTLY MTh JAMBA JUICE c) HANDLE, STORE, PROTECT, INSTALL AND FINISH PRODUCTS. d) REPAIR OR REPLACE ITEMS DAMAGED BY WORK OF THIS CONTRACT. F. CONTRACTOR COORDINATION: 1. CONTRACTOR SHALL COORDINATE THE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS, WITH PROVISIONS FOR ACCOMMODATING ITEMS TO BE INSTALLED LATER. 2 CONTRACTOR SHALL COORDINATE SPACE REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SYSTEMS, AND SHALL MAKE RUNS PARALLEL WITH ONES OF BUILDING. 3. CONTRACTOR SHALL EXECUTE CUTTING AND PATCHING TO INTEGRATE ELEMENTS OF THE WORK, REMOVE ILL-TIMED AND DEFECTIVE WORK AND REPLACE WITH NEW WORK CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 4. CONTRACTOR SEAL ALL NEW PENETRATIONS THROUGH FLOORS, WALLS, AND CEIUNGS AS SPECIFIED HEREIN. 01270 UNIT PRICES A. UNIT PRICES WILL BE EXCERCISED AT THE OPTION OF JAMBA JUICE. PRICES STATED FOR EACH UNIT PRICE SHALL BE VALID FOR THE DURATION OF THE CONTRACT AND SHALL, INCLUDE ALL COSTS INCLUDING OVERHEAD AND PROFIT. B. UNIT PRICE NO. 1 - LEVELING OF EXISTING FLOOR SLAB 1. ITEM: STATE THE PRICE FOR LEVELING AND FILLING EXISTING EXPOSED FLOOR SUBSTRATE TO SPECIFIED TOLERANCE, IN ACCORDANCE WITH SECTION 03547. PRICE SHALL INCLUDE LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO RECONDITION THE FLOOR INCLUDING PREPARATION, PRIMING, AND FILLING AS SPECIFIED. 2. UNIT MEASURE: PER SQUARE FOOT TO A DEPTH OF 1/4 INCH. C. UNIT PRICE NO. 2 - TILE FLOOR CRACK ISOLATION MEMBRANE 1. ITEM: STATE THE PRICE FOR PROVIDING CRACK ISOLATION MEMBRANE AS SPECIFIED IN SECTION 09300. 2. UNIT MEASURE: PER SQUARE FOOT. 01312 PROJECT MEETINGS A PRE- CONSTRUCTION MEETING: PRIOR TO THE START OF WORK, CONTRACTOR AND OWNER SHALL HOLD A PRE - CONSTRUCTION MEETING TO DETERMINE THE EXACT SEQUENCING AND PHASING OF CONSTRUCTION. B. PROGRESS MEETINGS: ATTEND PROGRESS MEETINGS CALLED BY THE OWNER'S REPRESENTATIVE AND /OR JAMBA JUICE THROUGHOUT THE PROGRESS OF THE WORK. C. PRE - INSTALLATION MEETING: CONVENE A PRE-INSTALLATION MEETING WHEN IT IS SPECIFIED FOR A CERTAIN PORTION OF THE WORK. REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING, OR AFFECTED BY, THE WORK OF THE APPUCABLE SPECIFICATION SECTION. D. GENERAL CONTRACTOR IS TO PROVIDE ALL MEETING AGENDAS, MINUTES AND DISTRIBUTION THEREOF. 01330 SUBMITTAL PROCEDURES, SCHEDULES AND SHOP DRAWINGS A. SUBMITTAL PROCEDURE: 1. IDENTIFY DEVIATIONS FROM CONTRACT DOCUMENTS. 2, REVIEW AND SIGN EACH SUBMITTAL PRIOR TO SUBMITTAL TO OWNER'S REPRESENTAI1VE. UNSIGNED SUBMITTALS MAY BE RETURNED WITHOUT REVIEW. 3. UNLESS SPECIFIED OTHERWISE, SUBMIT THE NUMBER OF SUBMITTALS THE CONTRACTOR REQUIRES, PLUS TWO THAT WILL BE RETAINED BY OWNER'S REPRESENTATIVE 4. TRANSMIT EACH ITEM TO OWNER'S REPRESENTATIVE UNLESS DIRECTED OTHERWISE. INCLUDE PROJECT NAME, CONTRACTOR NAME, SUBCONTRACTOR OR SUPPUER NAME, AND DRAWING SHEET, DETAIL NUMBER, OR SPECIFICATION SECTION NUMBER CORRESPONDING TO THE SUBMITTAL AS APPROPRIATE. 5. MAKE SUBMITTALS AS REQUIRED TO CAUSE NO DELAY IN THE WORK. ALLOW SUFFICIENT TIME FOR POSSIBLE REVISION AND RESUBMITTAL OF REJECTED SUBMITTALS. 6. REVISE AND RESUBMIT REJECTED SUBMITTALS AS REQUIRED TO OBTAIN APPROVAL B. PROGRESS AND VALUE SCHEDULES: SUBMIT THE FOLLOWING TO OWNER'S REPRESENTATIVE AND OWNER. 1. PROGRESS SCHEDULE: SUBMIT HORIZONTAL BAR CHART WITH SEPARATE BAR FOR EACH MAJOR TRADE OR OPERATION, IDENTIFYING FIRST WORK DAY OF EACH WEEK. 2. SCHEDULE OF VALUES: a) SUBMIT TYPED SCHEDULE ON FORM AS APPROVED BY OWNER'S REPRESENTATIVE. b) SUBDIVIDE INTO EACH MAJOR TRADE OR CATEGORY OF WORK. c) INCLUDE A UNE ITEM AMOUNT FOR EACH ALLOWANCE, AS APPLICABLE. d) INCLUDE IN EACH UNE ITEM A DIRECTLY PROPORTIONAL AMOUNT OF CONTRACTOR'S OVERHEAD AND PROFIT. 3. SUBMIT PROGRESS AND VALUE SCHEDULES IN DUPUCATE WITHIN 5 DAYS AFTER NOTICE TO PROCEED. 4. SUBMIT REVISED SCHEDULES MTh EACH APPLCAIION FOR PAYMENT. C. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES: 1. SHOP DRAWINGS: a) SUBMIT SHOP DRAWINGS IN THE FORM OF 2 LEGIBLE RIGHT - READING COPIES, EXCEPT OR SMALLER MAY BE SUBMITTED IN THE FOR OF TWO BLACKUNE OR ELECTROSTATIC COPI b) ESS SPECIFIED ERWIS HO DR AWINGS SHALL SHOW QUANTITIES, MATERIALS, ADJACEN CONSTRUCTIONOTH E , DIMENSIONS AND OTHER APPROPRIATE INFORMATION TO FULLY D. CERTIFICATES: SUBMIT THE ORIGINAL SIGNED VERSION TO OWNER'S REPRESENTATIVE THAT SHOP DRAWINGS 11 "X17" ES. METHODS OF ASSEMBLY, ILLUSTRATE THE WORK. 2. PRODUCT DATA: a) MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS AND OTHER DATA; SUPPLEMENT MANUFACTURE'S STANDARD DATA TO PROVIDE INFORMATION UNIQUE TO THE WORK. b) SUBMIT THE NUMBER OF COPIES THAT CONTRACTOR REQUIRES, PLUS 2 COPIES THAT WILL BE RETAINED BY OWNER'S REPRESENTATIVE. 3. SAMPLES: a) SUBMIT SAMPLES AS SPECIFIED IN THE TECHNICAL SECTIONS. h INCLUDE IDENTIFICATION ON EACH SAMPLE GIVING FULL INFORMATION. c SUBMIT THREE SAMPLES, ONE OF WHICH WILL BE RETAINED BY OWNER'S REPRESENTATIVE, UNLESS INDICATED OTH ERWISE IN THE TECHNICAL SECTION. 3 01450 QUALITY CONTROL 4 5 A. STANDARDS: 1. COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN FIELD CONDITIONS OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE WORKMANSHIP. 2. PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS, AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. ACCESSIBILITY: EQUIPMENT, ACCESSORIES AND WORK PROVIDED SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES WITH RESPECT TO HANDICAP AND BARRIER -FREE ACCESSIBILITY, AND WITH THE AMERICANS WITH DISABILITIES ACT (ADA). THE MORE RESTRICTIVE STANDARDS SHALL GOVERN. 4. PERFORM WORK WITH PERSONS QUAUFED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. 5. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONFLICT EXISTS BETWEEN MANUFACTURER'S RECOMMENDATIONS AND THE SPECIFIED REQUIREMENTS, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. B. EXAMINATION PRIOR TO INSTALLATION: 1. PRIOR TO STARTING WORK OF EACH TRADE OR LOCATION, 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 OWNER'S REPRESENTATIVE OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2. DO NOT BEGIN INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. 01500 TEMPORARY FACILITIES AND CONTROLS A. TEMPORARY UTILITIES: PROVIDE TEMPORARY UTILITIES, SERVICES, AND CONSTRUCTION AS REQUIRED TO PERFORM THE WORK. COORDINATE TEMPORARY FACILITIES AND CONTROLS WITH THE OWNER'S REPRESENTATIVE AND THE LANDLORD. 1. ELECTRICITY: CONNECT TO EXISTING SERVICE. OWNER WILL PAY COSTS OF ENERGY USED, TAKE MEASURES TO CONSERVE ENERGY, 2. LIGHTING: PERMANENT LIGHTING MAY BE USED DURING CONSTRUCTION. PROVIDE ADDITIONAL TEMPORARY LIGHTING AS REQUIRED. 3. HEATING AND VENTILATION: PERMANENT SYSTEM MAY BE USED. OWNER WILL PAY FOR THE COST OF ENERGY USED. 4. TELEPHONE: PROVIDE TEMPORARY TELEPHONE SERVICE DURING CONSTRUCTION. 5. WATER: U11UZE EXISTING FACILITIES. OWNER WILL PAY FOR WATER USED. B. CONTROLS: 1. DUST CONTROL PROVIDE TEMPORARY ENCLOSURES AS REQUIRED TO PREVENT PENETRATION OF DUST INTO LANDLORD'S OCCUPIED AREAS SEPARATE FROM WORK AREAS. PREVENT DAMAGE TO OPERATING SYSTEMS AND COMPONENTS, AND CREATE ENVIRONMENTAL CONDITIONS NECESSARY FOR THE PROPER INSTALLATION OF MATERIALS AND SYSTEMS OF THIS PROJECT. 2. NOISE CONTROL PROVIDE NECESSARY PRECAUTIONS AND CONTROLS AS REQUIRED BY THE LANDLORD. C. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO SITE AND WITHIN SITE TO PROVIDE UNINTERRUPTED ACCESS TO EMERGENCY VEHICLES AND LANDLORD'S OTHER TENANTS. D. FIRE SAFETY: COMPLY WITH LOCAL REGULATIONS AND WITH APPLICABLE PROVISIONS OF UNIFORM FIRE CODE ARTICLE 87 FOR FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION OPERATIONS. E. TEMPORARY CONSTRUCTION: 1. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE AND /OR LANDLORD FOR MODIFICATIONS TO EXISTING SYSTEMS OR FACILITIES NOT INDICATED. 2. BARRICADES (IF REQUIRED BY LANDLORD): a PROVIDE FULL HEIGHT BARRICADE TO SEPARATE CONSTRUCTION AREA FROM EXTERIOR OR MALL CONCOURSE. b BARRICADE SHALL CONFORM TO LANDLORD'S REQUIREMENTS. WHEN NO REQUIREMENTS EXISTS, THE BARRICADE S ALL CONFORM TO THE FOLLOWING: 1) BARRICADE SHALL CONSIST OF METAL STUD FRAMING AND GYPSUM BOARD OR PLYWOOD TOWARD THE PUBLIC SIDE, PAINT SHEATHING WITH COLOR AS DIRECTED BY THE LANDLORD. 2) PROVIDE LOCKED DOOR IF REQUIRED FOR ACCESS TO THE CONSTRUCTION AREA. IF A DOOR IS REQUIRED, IT MUST SWING IN. 3. REMOVE AND DISPOSE OF TEMPORARY BARRICADES OR FACILITIES WHEN USE IS NO LONGER REQUIRED, CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY BARRICADES OR FACILITIES. F. CONSTRUCTION CLEANING: 1. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH ON A DAILY BASIS. PERIODICALLY DISPOSE OF WASTE OFF -SITE. 2. MAINTAIN AREAS FREE OF DUST AND OTHER CONTAMINANTS DURING FINISHING OPERATIONS. G. SMOKING: SMOKING SHALL BE PROHIBITED IN ALL INTERIOR SPACES, 01600 PRODUCT REQUIREMENTS A. DELIVERY, STORAGE, AND HANDLING: 1. TRANSPORT AND HANDLE PRODUCTS BY METHODS REQUIRED TO PREVENT PRODUCT DAMAGE. 2. MANUFACTURED PRODUCTS SHALL REMAIN IN MANUFACTURER'S CONTAINERS OR PACKAGING, AND STORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, UNTIL READY FOR INSTALLATION, B. PRODUCT OPTIONS AND SUBSTITUTIONS: 1. FURNISH PRODUCTS SPECIFIED, EXCEPT WHERE OR APPROVED" IS USED. SUBSTITUTE PRODUCTS MAY BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR APPROVAL 2. SUBSTITUTIONS WILL BE CONSIDERED ONLY FOR THE FOLLOWING REASONS: a A PRODUCT BECOMES UNAVAILABLE DUE TO NO FAULT OF THE CONTRACTOR. b A SUBSTITUTE PRODUCT WILL BE IN OWNER'S BEST INTEREST BY PROVIDING A COST SAVINGS OR SCHEDULE B EFIT, 3. DOCUMENT EACH SUBSTITUTION REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS ON SUBSTITUTION REQUEST FORM PROVIDED BY OWNER'S REPRESENTATIVE. 4. A SUBSTITUTION REQUEST CONSTITUTES A REPRESENTATION THAT CONTRACTOR: a) HAS INVESTIGATED PROPOSED PRODUCT AND HAS DETERMINED THAT IT MEETS OR EXCEEDS PERFORMANCE OF THE SPECIFIED PRODUCT, IN ALL RESPECTS. b) SHALL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT. c) WILL COORDINATE INSTALLATION AND MAKE ANY CHANGES THAT MAY BE REQUIRED FOR WORK TO. BE COMPLETE IN ALL RESPECTS. d) WILL WAIVES CLAIMS FOR ADDITIONAL COSTS THAT MAY SUBSEQUENTLY BECOME APPARENT. e) AGREES TO PAY ALL COSTS OF REDESIGN RELATED TO THE SUBSTITUTION. 5. TFIE OWNER'S REPRESENTATIVE WILL DETERMINE ACCEPTABIUTY OF PROPOSED SUBSTITUTION, AND WILL NOTIFY CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN A REASONABLE TIME 01770 CLOSEOUT PROCEDURES A. FINAL CLEANING; 1. THOROUGHLY CLEAN ALL SURFACES PRIOR TO FINAL ACCEPTANCE. 2. REMOVE ALL WASTE AND SURPLUS MATERIALS, RUBBISH, AND CONSTRUCTION FACILITIES FROM THE SITE. B. CLOSEOUT PROCEDURES: 1. COMPLY WITH PROCEDURES STATED IN GENERAL CONDITIONS OF THE CONTRACT (DOCUMENT AIA A -701) FOR SUBSTANTIAL AND FINAL COMPLETION. 2 SUBMIT ALL CERTIFICATES OF APPROVAL ISSUED BY THE GOVERNING AUTHORITIES, INCLUDING, WITHOUT UMITATION, THE FOLLOWING: a) CERTIFICATE OF OCCUPANCY. 3. SUBMIT FINAL APPLICATION FOR PAYMENT IDENTIFYING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS, AND SUM REMAINING DUE. 4. SUBMIT "CONTRACTOR'S AFFIDAVIT FOR PAYMENT OF DEBTS AND CLAIMS ", AIA DOCUMENT G706. 5. SUBMIT CONTRACTOR'S LIEN RELEASE FORM AND UEN RELEASE FORMS FOR EACH SUBCONTRACTOR. 6. ALL CLOSEOUT PROCEDURES SHALL BE COMPLETE WITHIN 45 DAYS OF STORE OPENING. C. PROJECT RECORD DOCUMENTS: 1. MAINTAIN A COMPLETE SET OF RECORD DRAWINGS THAT CLEARLY AND NEATLY INDICATE EXACT INSTALLED LOCATIONS OF ITEMS THAT WILL BE CONCEALED IN THE WORK SUCH AS CONDUIT, PIPING, DUCTS, REINFORCING, MECHANICAL AND ELECTRICAL EQUIPMENT, AND SIMILAR ITEMS. SHOW ALL CHANGES FROM THE CONTRACT DOCUMENTS, AND ALL UNCOVERED EXISTING CONDITIONS THAT WILL BE SUBSEQUENTLY CONCEALED. 2. RECORD DRAWINGS SHALL BE USED FOR NO OTHER PURPOSE AND SHALL BE STORED SEPARATELY FROM THOSE USED FOR CONSTRUCTION. 3. DOCUMENTS SHALL BE IN SAME FORMAT AS THE CONSTRUCTION DOCUMENTS. 4. AT CONTRACT CLOSEOUT, SUBMIT DOCUMENTS WITH TRANSMITTAL LETTER CONTAINING DATE, PROJECT TITLE, CONTRACTOR'S NAME AND ADDRESS, UST OF DOCUMENTS, AND SIGNATURE OF CONTRACTOR. D. SUBMITTALS: IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT, AND SUBMITTALS REQUIRED BY SECTION 01330, FURNISH SUBMITTALS REQUIRED BY GOVERNING AUTHORITIES, AND SUBMIT A FINAL STATEMENT OF ACCOUNTING GIVING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS, AND SUM REMAINING DUE. E. OPERATION AND MAINTENANCE DATA (TWO COPIES REQUIRED, SEPARATE BINDERS): 1. SUBMIT COMPLETE DATA FOR EACH PIECE OF EQUIPMENT AND COMPONENT USED IN THE WORK. 2. SUBMIT OPERATION AND MAINTENANCE DATA FOR MECHANICAL AND ELECTRICAL SYSTEMS. 3. ARRANGE IN A BINDER WITH A SECTION FOR EACH SYSTEM. F. WARRANTIES, GUARANTEES AND BONDS: (TWO COPIES REQUIRED IN SEPARATE BINDERS): 1. SUBMIT ALL APPLICABLE MANUFACTURER WARRANTIES, GUARANTEES AND BONDS. 6 7 G. SPARE PARTS AND MAINTENANCE MATERIALS: FURNISH PRODUCTS, SPARE PARTS, AND MAINTENANCE MATERIALS IN QUANTITIES SPECIFIED IN EACH SECTION, IN ADDITION TO THAT USED FOR CONSTRUCTION OF WORK. COORDINATE WITH OWNER; DELIVER TO OWNER'S REPRESENTATIVE AND OBTAIN RECEIPT PRIOR TO FINAL PAYMENT, 02225 SELECTIVE DEMOLITION A. BY WHATEVER MEANS NECESSARY, VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO DEMOUTION. B. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE WORK. C. PROTECT EXISTING UTIUTIES AND STRUCTURAL MEMBERS FROM DAMAGE. D. DURING DEMOUTION OPERATIONS, NOTIFY THE OWNER'S REPRESENTATIVE OF CONDITIONS THAT DIFFER SUBSTANTIALLY FROM THOSE INDICATED, SPECIFIED, OR EXPECTED. PERFORM NO DEMOLITION IN SUCH AREAS, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. E. EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE, TAKE POSSESSION OF MATERIALS BEING DEMOLISHED, AND IMMEDIATELY REMOVE FROM SITE AND LEGALLY DISPOSE OF. DO NOT OVERLOAD EXISTING CONSTRUCTION TO REMAIN WITH DEMOUSHED MATERIALS. F. CAREFULLY REMOVE, STORE, AND PROTECT MATERIALS AND COMPONENTS TO BE REUSED. G. CAREFULLY REMOVE, PROTECT, AND TURN OVER AS DIRECTED, MATERIALS AND COMPONENTS CLAIMED BY JAMBA JUICE OR THE LANDLORD FOR SALVAGE. PRIOR TO DEMOLITION, CONTACT JAMBA JUICE AND THE LANDLORD TO DETERMINE WHICH ITEMS WILL BE CLAIMED. H. WHERE CUT EDGES OF THE EXISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLEILD WORK, CUT IN UNIFORM STRAIGHT LINES. CONCRETE AND MASONRY SHALL BE SAW -CUT OR CORE DRILLED. I. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO ADDITIONAL COST TO JAMBAJUICE. J. CONCRETE RESURFACING: 1. REMOVE EXISTING FLOOR -FINISH ADHESIVE RESIDUE BY A CONTAINED ABRASIVE BLASTING SYSTEM USING REUSABLE SYNTHETIC BEADS, OR STEEL SHOT. 2. INSTALLER QUALIFICATIONS: ABRASIVE - BLASTER SHALL HAVE A MINIMUM OF 5 YEARS EXPERIENCE IN WORK OF THE TYPE AND SCOPE SPECIFIED, AND BE SKILLED IN THE PROPER OPERATION, AND TECHNIQUES RECOMMENDED BY THE BLAST EQUIPMENT MANUFACTURER. 3. ABRASIVE BLASTING: a) SCHEDULE NOISE - PRODUCING OPERATIONS TO OCCUR AT APPROVED TIMES COORDINATED WITH THE LANDLORD. b USE SELF - CONTAINED, DUST CONTROLLED EQUIPMENT. c PRIOR TO BEGINNING WORK, ASSESS TRANSITIONS; MAKE ALLOWANCES FOR ADJUSTMENT OF ABRASIVE BLASTING I TRANSITIONAL AREAS. VERTICAL EDGES ARE NOT ACCEPTABLE. d) VISIBLE 'CRATERING' OR 'POCKING' OF THE RESURFACED FLOOR IS NOT ACCEPTABLE; RE -BLAST SUCH AREAS WITH FINER MATERIAL IN A SLOWER PASS TO CORRECT DEFECTIVE WORK. e) REMOVE ONLY ENOUGH MATERIAL TO ASSURE THE SLAB IS FREE OF NOTICEABLE VISIBLE DEFECTS. 02750 CONCRETE CUTTING, PATCHING AND REPAIR A. PROVIDE A SMOOTH, EVEN, AND INVISIBLE TRANSITION TO NEW CONSTRUCTION. WHEN FINISHED SURFACES ARE CUT SO THAT AN INVISIBLE TRANSITION WITH NEW WORK IS NOT POSSIBLE, TERMINATE EXISTING SURFACE ALONG THE NEAREST BREAK LINE, JOINT, OR CORNER. B. MATERIALS: UNLESS SPECIFIED OTHERWISE, CONFORM TO ACI 301. PROVIDE REINFORCING STEEL TO MATCH EXISTING IN DEMOUSHED WORK. C. PATCHING OF EXISTING CONCRETE SLABS ON GRADE 1. ENSURE THAT BELOW -GRADE CONSTRUCTION IS COMPLETE IN THE SLAB AREA TO BE PATCHED. 2. REPLACE EXISTING SUBGRADE MATERIALS TO MATCH EXISTING AND MECHANICALLY COMPACT. REPLACE AND MAKE CONTINUOUS VAPOR BARRIERS AND OTHER SIMILAR CONSTRUCTION DISTURBED OR DAMAGED DURING DEMOUTION OR CONSTRUCTION OPERATIONS. 3, RE- COMPACT EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 01557. 4. PATCH SLAB WITH CONCRETE HAVING A MINIMUM 28-DAY STRENGTH OF 3000 PSI AND A MAXIMUM WATER /CEMENT RATIO OF 0.40. USE SUPERPLASTICIZER ADMIXTURE AS NECESSARY FOR WORKABIUTY. 5. FINISH CONCRETE TO MATCH ADJACENT SURFACES. 03001 CONCRETE A. SUMMARY: 1. COMPLY WITH REQUIREMENTS ON THE STRUCTURAL DRAWINGS. 2 WHEN SHOWN ON ARCHITECTURAL, COMPLY WITH THE FOLLOWING REQUIREMENTS. B. MATERIALS: 1. CONFORM TO ACI 301. 2. CONCRETE MATERIALS: a) CEMENT: ASTM C150, NORMAL - TYPE 1 PORTLAND CEMENT; GREY COLOR. b) NORMAL WEIGHT FINE AND COARSE AGGREGATES: ASTM C33; SEVERE WEATHER EXPOSURE. 3. FORM MATERIALS: APA B-B PLYFORM CLASS 1, EXT 4. REINFORCING STEEL ASTM C615, GRADE 40.: 5. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE. 6. ADMIXTURES a) AIR- ENTRAINMENT: ASTM C 260. b) WATER REDUCER NORMAL ASTM C 494, TYPE A, c) ACCELERATOR: ASTM C 494, TYPE C OR E, NON - CORROSIVE, NON- CHLORIDE. d) HIGH RANGE WATER REDUCER (SUPERPLASTICIZER): ASTM C 494, TYPE F OR G AND SHALL BE OF THE SECOND OR THIRD GENERATION TYPE. SHALL BE BATCH PLANT ADDED TO EXTEND PLASTICITY TIME, AND REDUCE WATER 20 TO 30 PERCENT. e) FREEZE PROTECTION ADMIXTURE ASTM C 494, TYPE E. 7. ACCESSORIES: a) NON- SHRINK GROUTS: NON- CATALYZED NATURAL AGGREGATE GROUT; MINIMUM 7000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. b) FORM RELEASE AGENT: THAT WILL NOT BOND WITH, STAIN OR ADVERSELY AFFECT CONCRETE SURFACES, AND WILL NOT IMPAIR SUBSEQUENT TREATMENTS OF CONCRETE SURFACES WHEN APPLIED TO MOST FORMS OR FORM UNERS. C. c) BONDING AGENT: A TWO COMPONENT MOISTURE INSENSITIVE, 100% SOLIDS EPDXY ADHESIVE WITH A SHEAR BOND TO CONCRETE STRENGTH OF OVER 1400 PSI. C. CONCRETE MIX: 1. MIX CONCRETE IN ACCORDANCE WITH ASTM C94, MINIMUM 3000 PSI 28 DAY COMPRESSIVE STRENGTH. 2. ALL CONCRETE SHALL CONTAIN THE SPECIFIED WATER REDUCING OR HIGH RANGE WATER REDUCING ADMIXTURE TO ATTAIN A MAXIMUM WATER /CEMENT RATIO OF 0.5. 3. ALL CONCRETE REQUIRED TO BE AIR ENTRAINED SHALL CONTAIN AIR ENTRAINING ADMIXTURE TO PRODUCE 4% TO 6% AIR. 4. ALL CONCRETE PLACED IN AMBIENT TEMPERATURES FROM 40 DEGREES F TO 20 DEGREES F SHALL CONTAIN A FREE & PROTECTION ADMIXTURE AT THE MANUFACTURER'S REQUIRED DOSAGE. D. USE PLYWOOD FORMS, UNLESS SPECIFIED OR APPROVED OTHERWISE. E. REINFORCEMENT: 1. FABRICATE AS INDICATED AND IN ACCORDANCE WITH ACI 315. 2 PLACE, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT. 3. LOCATE REINFORCING SPLICES NOT INDICATED ON THE DRAWINGS AT POINTS OF MINIMUM STRESS. F. MOISTURE CURE ALL CONCRETE FOR A MINIMUM OF 7 DAYS, UNLESS APPROVED OR SPECIFIED OTHERWISE. 03547 CEMENTITIOUS UNDERLAYMENT A. SUMMARY: 1, PROVIDE LEVEUNG OF EXISTING CAST -IN -PLACE CONCRETE SLABS. 2 PROVIDE RAMPS AND TAPERS TO ALIGN FINISH MATERIALS. B. SUBMITTALS: MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS. MATERIALS: 1. FAST - SETTING SELF - LEVELING UNDERLAYMENT SYSTEM: SELF - LEVELING, POURABLE, CEMENT -BASED MATERIAL MINIMUM 28 DAY COMPRESSIVE STRENGTH 4,500 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C109; MINIMUM BOND STRENGTH 200 PSI; ONE OF THE FOLLOWING. a) "ULTRA /PLAN' BY MAPEI CORPORATION (800- 42- MAPEI). b) "SDI," SELF - LEVEUNG UNDERLAYMENT CONCRETE BY ARDEX INC. (412 - 264 - 4240.) c) "LEVEL -RIGHT FS -10" BY MAXXON (800- 356 - 7887). 2. FAST- SETTING TROWELABLE UNDERLAYMENT SYSTEM: a) 'QUICKCEM TOP 102" BY MAPEI CORPORATION (BOO-- 42- MAPD). b) "SD -P" FAST - SETTING UNDERLAYMENT BY ARDEX INC. (412 - 264- 4240). c) "EUCO- SPEED" BY EUCLID CHEMICAL COMPANY (800 -321- 7628). 3. ACCESSORIES: FURNISH PRIMERS, PATCHING COMPOUNDS, AND SAND FILLERS AS RECOMMENDED BY THE UNDERLAYMENT MANUFACTURER FOR THE CONDITIONS OF THE PROJECT. 8 9 D. PREPARATION: 1. VERIFY AREAS TO BE LEVELED ARE AT OR BELOW FINAL DESIGN ELEVATION. 2. SURVEY THE FLOOR TO IDENTIFY AREAS THAT EXCEED TOLERANCE UMITATTONS. 3. ENSURE THAT SUB -FLOOR IS CLEAN, DRY, HARD, SOUND, AND FREE OF OILS, OR OTHER SUBSTANCE THAT WOULD AFFECT PROPER BONDING AND CURING. SHOTBLAST SURFACE AS NECESSARY TO ACHIEVE A CLEAN SURFACE. E. APPLICATION: 1. INCLUDE IN BID: INSTALL TROWELABLE UNDERLAYMENT AT LOCATIONS WHERE SLOPES ARE INDICATED AND AT OTHER LOCATIONS AS APPROPRIATE TO INSTALLATION CONDITIONS. 2. UNIT PRICE NO. 1: INSTALL SELF - LEVEUNG UNDERLAYMENT AT OTHER LOCATIONS AS NECESSARY TO CORRECT SLAB FLATNESS AND LEVELNESS. 3. SET SCREEDS, MARKERS, AND REFERENCE BLOCKS. SET SCREEDS AT ALL CONSTRUCTION AND CONTROL JOINTS TO ESTABLISH WEAKENED PLANE JOINTS IN UNDERLAYMENT. 4. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE SUBSEQUENT FINISHING OF THE MATERIAL IS REQUIRED, FLOAT TO LEVEL SURFACE. DO NOT OVER TROWEL 5. APPLY PRIMER TO AREAS TO RECEIVE UNDERLAYMENT; REPEAT APPUCATTON IF NECESSARY TO ACHIEVE PROPER BUILD. 6. MIX MATERIALS AND POUR OR PUMP AND SQUEEGEE INTO PLACE TO ACHIEVE APPROPRIATE THICKNESS. PROVIDE ALL THICKNESS AS NECESSARY TO ALIGN ADJACENT FINISH FLOORING SURFACES. 7. CURE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. USE NO CURING COMPOUNDS THAT WOULD AFFECT THE BOND OF SUBSEQUENT FINISH MATERIALS. 8. TOLERANCES: "VERY FLAT"; LEVEL TO WITHIN 1/8" IN 10 FEET. F 50, FL 30, OVER TEST AREA; FF 25, FL 15, LOCAL MINIMUM. 05500 METAL FABRICATIONS A. SUMMARY: 1. METAL FABRICATIONS NOT SPECIFIED IN OTHER SECTIONS. 2 UNISTRUT METAL FRAMING AND THREADED ROD, WHEN INDICATED ON THE DRAWINGS. B. SUBMITTALS: 1. MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS. 2. SUBMIT SHOP DRAWINGS STAMPED BY STRUCTURAL ENGINEER LICENSED IN AREA OF CODE JURISDICTION. C. MATERIALS: 1. GALVANIZED STEEL: ASTM A653; G90 GALVANIZED FINISH; 20 GAGE UNLESS NOTED OTHERWISE. 2. STAINLESS STEEL: ASTM A167; TYPE 302 OR 304. D. PRODUCTS: 1. UNISTRUT: a) UNISTRUT CORPORATION, WAYNE, MI (800/521 -7730) "P1000 SERIES "; 12 GAGE, GALVANIZED FINISH; SUBMIT ALTERNATE PRODUCTS FOR APPROVAL b) PROVIDE COMPATIBLE MATCHING FITTINGS FOR COMPLETE INSTALLATION INDICATED ON THE DRAWINGS, AND AS INDICATED. 2 THREADED ROD: ASTM A575, AND A576; THREADED, HOT -ROT I FD STEEL SIZES AS INDICATED ON APPROVED SHOP DRAWINGS. E. INSTALLATION: 1. UNLESS INDICATED OTHERWISE, INSTALL UNISTRUT ITEMS PLUMB AND LEVEL INSTALL ELEMENTS ACCURATELY IN THE POSITIONS INDICATED. 2. SUPPORT WORK RIGIDLY IN POSITION. PROVIDE REINFORCING ANCHORS, AND BACKING AS DETAILED, AND AS OTHERWISE NECESSARY FOR SECURE ATTACHMENT. 3. INSTALL ORNAMENTAL METAL IN ACCORDANCE WITH APPLICABLE REQUIREMENTS SPECIFIED FOR FABRICATION. 4. ISOLATE ORNAMENTAL FABRICATIONS FROM DISSIMILAR MATERIALS. F. SPECIAL INSTALLATION FOR UNISTRUT: 1. COORDINATE LAYOUT WITH LANDLORD REQUIREMENTS; REVIEW OVERHEAD SUPPORT LOCATIONS WITH THE LANDLORD PRIOR TO ATTEMPTING INSTALLATION. 2. INSTALL ITEMS PLUMB AND LEVEL FROM OVERHEAD STRUCTURAL SUPPORTS APPROVED BY THE LANDLORD. 06100 ROUGH CARPENTRY A. SUMMARY: 1. BLOCKING AND NAILERS. 2. PLYWOOD. B. DIMENSION LUMBER: 1. MANUFACTURED IN ACCORDANCE WITH PS 20; STAMPED AND GRADED IN ACCORDANCE WITH WWPA, WCUB, OR NLGA GRADING RULES. 2. MOISTURE CONTENT: KILN DRIED TO 19% MAXIMUM MOISTURE CONTENT. 3. SPECIES: HEM -AR, 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) NON - STRUCTURAL FRAMING (2" TO 4' THICK, 2" TO 6" WIDE): 'CONSTRUCTION - LIGHT FRAMING," "STUD," OR BETTER. b) BLOCKING AND NAILERS: "UTIUTY - LIGHT FRAMING," OR BETTER. C. PANEL MATERIALS: 1. PLYWOOD: APA RATED; CD GRADE; EXTERIOR; PLYWOOD, UNLESS APPROVED OTHERWISE; THICKNESSES AS INDICATED. 2. TERMINAL BACKBOARDS: APA AC GRADE EXTERIOR; ARE RETARDANT TREATED. D. FASTENERS: HOT- DIPPED GALVANIZED OR COPOLYMER COATED STEEL FOR TREATED WOOD LOCATIONS. E. FIRE RETARDANT TREATMENT: 1. ARE- RETARDANT TREAT ALL INTERIOR CONCEALED LUMBER AND PLYWOOD, AND OTHER WOOD AS INDICATED OR SPECIFIED. 2 PRESSURE TREAT LUMBER IN ACCORDANCE WITH AWPA C -20 AND PLYWOOD IN ACCORDANCE WITH AWPA C -27. 3. ALL ARE RETARDANT TREATED WOOD SHALL BEAR A UL 'FR -S" LABEL OR A LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL HAS A FLAME SPREAD RATING NO HIGHER THAN 25 WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TESTED IN ACCORDANCE WITH ASTM E84. F. INSTALLATION: 1. BLOCKING AND NAILERS (WOOD BLOCKING): INSTALL WOOD BLOCKING TO RECEIVE MECHANICAL FASTENERS FOR SUPPORT OF PLUMBING AND ELECTRICAL FIXTURES AND EQUIPMENT, CABINETS, DOOR STOP PLATES, TOILET AND BATH ACCESSORIES, AND ALL OTHER WALL AND CEILING MOUNTED COMPONENTS. METAL BACKING MAY BE SUBSTITUTED AS SPECIFIED IN SECTION 09111. 2. INTERIOR PLYWOOD SHEATHING: a) PLYWOOD BACKING: INSTALL PER REQUIREMENTS FOR WOOD BLOCKING IN APPLICATIONS BETTER SUITED TO PANEL MATERIALS. b) TERMINAL BACKBOARDS: MECHANICALLY ATTACH ARE- RETARDANT TREATED PLYWOOD TERMINAL BACKBOARD DIRECTLY OVER GYPSUM BACKING BOARD. 06200 FINISH CARPENTRY A. SUMMARY: 1. WOOD MILLWORK TRIM AND BASEBOARDS. 2. WOOD VENEER (SYMBOLS WD -1 AND WD -2 ON DRAWINGS) B. MATERIALS: 1. FINISH MILLWORK LUMBER: AS SCHEDULED (FURNISHED BY OWNER). 2. VENEER SHEET MATERIAL: AS SCHEDULED (FURNISHED BY OWNER) C. FABRICATION: 1, SHOP CUT AND MILL ALL LUMBER TO THE SHAPES INDICATED. 2 TOLERANCES FOR OVERALL ASSEMBLY DIMENSIONS SHALL BE WITHIN 1/32 OF,AN,.INCH- 3. SHOP FIT, ASSEMBLE AND FINISH MILLWORK TO THE GREATEST EXTENT POSSIBLE. D. INSTALLATION: 1. 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 SOUD SUPPORT IS OBTAINED. MAKE NO JOINTS CLOSER THAN 4 FEET FROM CORNERS. 2. SAND ALL EXPOSED SURFACES SMOOTH AND PROVIDE FINISH COATING AS SPECIFIED IN SECTION 09900. 07200 BUILDING INSULATION A. MATERIALS: PROVIDE AS INDICATED ON DRAWINGS. (SEE SECTION 09820 FOR ACOUSTICAL INSULATION.) 1. THERMAL BATT INSULATION: PRE - FORMED GLASS FIBER BATT WITH FSK -25 REFLECTIVE MEMBRANE ON ONE SIDE. 2. TAPE TO MATCH FOIL SCRIM KRAFT FACE, 2 -INCH MINIMUM WIDTH. B. INSTALLATION: INSTALL INSULATION IN ACORDANCE WITH MANUFACTURER'S PRINTED RECOMMENDATIONS AND AS INDICATED ON DRAWINGS. 07515 ROOF PATCHING AND REPAIR 10 A. SUMMARY: 1. REMOVAL PATCHING AND /OR REPAIR OF EXISTING ROOF AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION AND TO FORM A COMPLETE AND CONTINUOUS ROOF MEMBRANE AND FLASHING ASSEMBLY. 2. A CONTRACTOR APPROVED BY THE LANDLORD SHALL PERFORM ALL WORK. 3. PERFORM WORK IN ACCORDANCE WITH THE GUARANTEE REQUIREMENTS OF THE EXISTING ROOF ASSEMBLY. CONTACT THE LANDLORD TO VERIFY GUARANTEE REQUIREMENTS. FIELD- VERIFY CONDITIONS, MATERIALS AND REQUIREMENTS. 1 rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 9205 REGISTERED A "C ITECT a' R. BLACK STATE OF WASHINGTON c •0 0 U- e LY a p_ co oo a w co • Z O W I-U W � '.n W n u7 O � O N CA C� CO Z I- U W 0 0 Issue Date 8/21/07 Drawn By SAR Appv'd By B M D A Revisions Date Description By A A A J5 VERSION 02 -14 -06 5_2 .0 Specifications RECEI V Er OCT 18 2007 2 PERMIT CENTEI- A -00 I 07515 ROOF PATCHING AND REPAIR 07850 FIRE - RATED JOINTS 2 A. SUMMARY: 1. REMOVAL PATCHING AND /OR REPAIR OF EXISTING ROOF AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION AND TO FORM A COMPLETE AND CONTINUOUS ROOF MEMBRANE AND FLASHING ASSEMBLY. 2. A CONTRACTOR APPROVED BY THE LANDLORD SHALL PERFORM ALL WORK. 3. PERFORM WORK IN ACCORDANCE WITH THE GUARANTEE REQUIREMENTS OF THE EXISTING ROOF ASSEMBLY. CONTACT THE LANDLORD TO VERIFY GUARANTEE REQUIREMENTS. HELD- VERIFY CONDITIONS, MATERIALS AND REQUIREMENTS. B. NEW ROOFING MEMBRANES, INSULATION, ACCESSORIES AND FLASHING MATERIALS SHALL MATCH EXISTING. 07840 FIRESTOPPING A. SUMMARY: PROVIDE FIRESTOPPING MATERIALS FOR PENETRATIONS IN FIRE -RATED CONSTRUCTION. B. QUALITY ASSURANCE 1. PRIOR TO INSTALLATION OF FIRE STOPPING SYSTEMS, OBTAIN APPROVAL FROM THE JURISDICTIONAL CODE AUTHORITIES FOR THE FIRE STOPPING SYSTEMS AND APPUCATIONS PROPOSED. NOTIFY THE OWNER'S REPRESENTATIVE IF APPROVAL CANNOT BE OBTAINED. 2. HRESTOPPING: SHALL BE TESTED IN ACCORDANCE WITH ASTM E119, ASTM E814, OR UL 1479 TO MEET THE HOURLY ARE RATINGS OF THE CONSTRUCTION BEING SEALED. C. FIRESTOPPING SYSTEMS: CONTRACTOR SHALL PROVIDE SYSTEMS MEETING THE REQUIREMENTS SPECIFIED AND SUITABLE FOR THE CONDITIONS INDICATED. D. FlRESTOPPING INSTALLATION: CONTRACTOR SHALL INSTALL FIRESTOPPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS NECESSARY TO MEET ALL FIRE RATING REQUIREMENTS. A. SUMMARY: 1. REQUIREMENTS FOR FIRE -RATED ASSEMBLIES AT CONSTRUCTION JOINTS IN FIRE -RATED CONSTRUCTION, INCLUDING JOINTS AT THE FOLLOWING LOCA11ON& a) WHERE PARTITION HEADS MEET THE UNDERSIDE OF OVERHEAD FLOOR OR ROOF CONSTRUCTION. 2. REQUIREMENTS FOR FIRE -RATED CONSTRUCTION JOINT ASSEMBLY COMPONENTS DEFINED IN OTHER SECTIONS. B. REFERENCES 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) a) E119 - METHOD FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS 2. UNDERWRITERS LABORATORIES (UL) a) STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS - 3. INTERNATIONAL BUILDING CODE (IBC) C. SYSTEM DESCRIPTION: 1. EACH FIRE -RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE SELECTED TO MAINTAIN THE EXISTING FIRE RATING OF THE ASSEMBLY IN WHICH IT USED. 2. EACH FIRE -RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE RESIDENT AS NECESSARY TO ACCOMMODATE DIFFERENTIAL MOVEMENT BETWEEN ASSEMBUES OR DEFLECTION OF ROOFS AND FLOORS. D. QUALITY ASSURANCE: 1. FIRE -RATED CONSTRUCTION JOINT ASSEMBLIES: SHALL BE SUCCESSFULLY TESTED IN ACCORDANCE WITH ASTM E119, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. 2. FIRE -RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. E FIRE -RATED CONSTRUCTION JOINT ASSEMBLIES: 1. METAL STUD PARTITION HEAD CONSTRUCTION JOINT ASSEMBLY: a) SYSTEM: BASED ON UL ASSEMBUES LISTED ON THE DRAWINGS. b) F1RE -RATED RUNNER: "FIRE TRAK BY FIRE TRAK CORPORATION, KIMBALL MN (612- 398 - 7800). c) GYPSUM BOARD: AS SPECIFIED IN SECTION 09250. d) MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBUES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. F. INSTALLATION: 1. INSTALL CONSTRUCTION JOINT ASSEMBUES IN ACCORDANCE WITH THE FIRE -RATED ASSEMBUES LISTED, AND AS NECESSARY TO MEET ALL FIRE RATING REQUIREMENTS. 2. COORDINATE INSTALLATION OF INTEGRAL COMPONENTS AS NECESSARY TO ENSURE THE FIRE RATING OF THE ASSEMBLIES. 07920 JOINT SEALANTS A. MATERIALS: PROVIDE ONLY THE FOLLOWING APPROVED SEALANTS: 1. DDTYPE P: ASTM C920, TYPE M, GRADE NS, CLASS 25; TREMCO 'DYMERIC,' CHEM -CALK 500, PECORA "DYNATROL ii," SONNEBORN "SONALASTIC NP -II', PRC "PERMAPOL RC -2," OR APPROVED. 2. ❑1TYPE A: ASTM C834; TREMCO'ACRYLIC LATEX CAULK", PECORA "AC -20', SONNEBORN'SONOLAC° OR APPROVED; STANDARD COLORS TO MATCH ADJACENT CONSTRUCTION. 3. uuTYPE PINS: ASTM C920, TYPE M, GRADE NS, CLASS 25; PECORA "DYNATRED °, OR APPROVED; CUSTOM COLORS TO MATCH THE ARCHITECTS SAMPLES. 4. DOTYPE SM: MILDEW - RESISTANT SILICONE SEALANT: USDA APPROVED; DOW CORNING 786 BY DOW CHEMICAL, GE SANITARY SEALANT OR APPROVED; CLEAR. B. ACCESSORY MATERIALS: 1. JOINT CLEANER: NON - CORROSIVE AND NON- STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER; COMPATIBLE WITH JOINT FORMING MATERIALS. 2. JOINT FILLER: CLOSED CELL POLYETHYLENE FOAM; ROUND PROFILE; THICKNESS: 130% OF JOINT WIDTH. 3. BOND BREAKER: PRESSURE - SENSITIVE TAPE RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPUCA11ON. C. PREPARATION: 1. CLEAN AND PREPARE JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE ANY LOOSE MATERIALS AND OTHER FOREIGN MATTER THAT MIGHT IMPAIR ADHESION OF SEALANT. 2. AT WIDE JOINTS, PLACE BACKING MATERIALS TO ACHIEVE PROPER SEALANT WIDTH /DEPTH RATIOS. USE BOND BREAKER WHERE THERE IS INSUFFICIENT DEPTH FOR BACKING MATERIALS. USE NO BACKER ROD AT FLOOR JOINTS. D. INSTALLATION: 1. PERFORM WORK AS RECOMMENDED BY THE SEALANT MANUFACTURER. 2. TOOL JOINTS CONCAVE, UNLESS INDICATED OTHERWISE FINISH FREE OF AIR POCKETS, FOREIGN EMBEDDED MATTER, RIDGES, AND SAGS. E.1 II !SEAL4NTSCHEDULE: 1. nnTYPE P: PROVIDE AT ALL MALL FRONT JOINTS, UNLESS SPECIFIED OTHERWISE; COLORS AS SELECTED FROM MANUFACTURER'S COMPLETE LINE FOR EACH TYPE OF SEALANT. 2. LDTYPE A: PROVIDE AT INTERIOR JOINTS, UNLESS SPECIFIED OR INDICATED OTHERWISE. 3. PINS: PROVIDE AT INTERIOR TILE EXPANSION JOINTS. 4.W0TYPE SM: PROVIDE AT JOINTS AROUND SINKS, FLOOR SINKS AND COUNTERTOPS IN WET LOCATIONS. 08115 HOLLOW METAL DOORS AND FRAMES A. SUMMARY: 1. INTERIOR ROLLED STEEL DOORS AND FRAMES. 2 EXTERIOR DOORS AND FRAMES, WHEN EXTERIOR DOORS ARE INDICATED ON THE DRAWINGS. B. SUBMITTALS: 1. PRODUCT UTERATURE: SUBMIT MANUFACTURER'S PUBUSHED UTERATURE FOR DOORS AND FRAMES. C. REFERENCES: 1. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): NFPA 80 - FIRE DOORS AND WINDOWS. 2. STEEL DOOR INSTITUTE (SDI): 501 -105 - RECOMMENDED ERECTION INSTRUCTIONS FOR STEEL FRAMES. 3. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): A250.8 - SDI -100 RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES, 4. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) a) A366 - SPECIFICATION FOR STEEL CARBON, COLD ROLLED SHEE I, COMMERCIAL QUALITY. b) A569 -- SPECIFICATION FOR STEEL, CARBON (0.15 MAXIMUM PERCENT), HOT ROLLED SHEET AND STRIP, COMMERCIAL QUAUTY. D. QUALITY ASSURANCE: 1. CONFORM TO REQUIREMENTS OF ANSI A250.8. 2. REGULATORY REQUIREMENTS: a) INSTALLED FRAME AND DOOR ASSEMBLY SHALL CONFORM TO NFPA 8O FOR FIRE -RATED CLASS INDICATED. b) 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. ASSEMBUES SHALL MEET CODE REQUIREMENTS FOR POSITIVE PRESSURE WHEN REQUIRED. 3 4 5 E. ACCEPTABLE MANUFACTURERS: MEMBERS OF THE STEEL DOOR INSTITUTE AND OF THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, SUBJECT TO COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. F. STEEL SHEET: COLD ROLLED ASTM A366, OR HOT-ROLLED PICKLED AND OILED SHEET CONFORMING TO ASTM A569. G. INTERIOR DOOR CONSTRUCTION: 1. ANSI A250.8; SEAMLESS; MINIMUM 18 GAGE FACE SHEETS. 2. CORE VERTICAL STEEL STIFFENERS WITH SOUND DEADENING FILL BETWEEN STIFFENERS, OR RESIN- IMPREGNATED KRAFT PAPER WITH HONEYCOMB CORE. 3. PROVIDE CONTINUOUSLY WELDED SEAMLESS EDGES. NO PLASTIC FILLERS WILL BE ACCEPTED. H. EXTERIOR DOOR CONSTRUCTION: 1. ANSI A250.8; SEAMLESS; MINIMUM 16 GAGE 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. h) 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 I NOT ACCEPTABLE. I. FRAMES: 1. DESIGN: DOUBLE RABBET. FRAMES SHALL BE FULLY WELDED OR KNOCKDOWN, AS DETAILED. 2. GAGES: a EXTERIOR FRAMES: MINIMUM 14 GAGE. b INTERIOR FRAMES: MINIMUM 16 GAGE FOR FRAMES OF DOOR OPENINGS UP TO AND INCLUDING 4 FLEt IN WIDTH; 14 GAGE FOR FRAMES GREATER THAN 4 FEET IN WIDTH. J. FINISH: 1. INTERIOR FRAMES: MANUFACTURER'S STANDARD RUST - INHIBITIVE PRIMER. 2. EXTERIOR FRAMES: HOT DIP GALVANIZED ZINC COATING CONFORMING TO ASTM A653 A60 (.60 OZ /SQ FT. COATING WEIGH WITH MODIFIED EPDXY ESTER BAKED -ON PRIMER TO RECEIVE EPDXY /URETHANE COATING SYSTEM SPECIF1 IN SECTION 09900. K. INSTALLATION OF FRAMES: 1. INSTALL FRAMES IN ACCORDANCE WITH SDI -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 AND HARDWARE INSTALLATION IS SPECIFIED IN SECTION 08730. 08210 WOOD DOORS A. SUBMITTALS: 1. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT LITERATURE FOR EACH TYPE OF DOOR. 2. SUBMIT TWO B X 10 INCH SAMPLES OF EACH DOOR FINISH APPUED TO SPECIFIED VENEER. B. FLUSH DOOR CONSTRUCTION: 1. AWI SECTION 1300, "PREMIUM" GRADE. 2. CORE SOLID PARTICLE BOARD CORE, EXCEPT PROVIDE MINERAL CORE WHEN REQUIRED FOR FIRE RESISTANCE RATING. 3. COMPLY WITH AWI 1300 -5 -7 'PC -5" OR "PC -7' DOOR CONSTRUCTION . 4. 1 -3/4 INCH THICK, UNLESS SCHEDULED OTHERWISE. 5. FACE VENEERS (AS SCHEDULED); a PAINT GRADE VENEER DOORS: MEDIUM DENSITY OVERLAY OR PAINT GRADE BIRCH. b TRANSPARENT FINISH: AWI GRADE 1 SELECT WHITE HARD MAPLE (ACER SACCHARUM); SELECTED FOR ABSENCE 0 FIGURE (BIRDSEYE, FIDDLEBACK, ETC.) AND EXPOSURE OF FLAT CUT IN THE PRINCIPLE EXPOSED FACE, MINIMUM THICKNESS 1/50 ". 6. GLASS: ASTM C1048, TYPE I, CLASS 1(GLEAR), QUAUTY Q3 GLAZING SELECT; FULLY- TEMPERED. C. FABRICATION: 1. FABRICATE DOORS, TO THE CONFIGURATIONS INDICATED, IN ACCORDANCE WITH THE AWI STANDARDS SPECIFIED, AND TO ARE -RATED LABELING REQUIREMENTS. ATTACH FIRE RATING LABELS. 2. BEVEL LOCK AND HINGE EDGES 1/8 INCH IN 2 INCHES ON SINGLE ACTING DOORS. 3. BOND EDGE BANDING TO SOLID CORE WITH HOT MELT OR RF CURED ADHESIVE, 4. PRE -FIT AND PRE-MACHINE DOORS FOR HARDWARE IN ACCORDANCE WITH AWI 1300 -5 -6. LOCATE AS SPECIFIED IN SECTION 08739. 5. FLUSH DOOR BLOCKING: FOR FLUSH DOORS, PROVIDE SOLID LOCK BLOCKS AND SPECIAL BLOCKING AS REQUIRED FOR THE HARDWARE COMPONENTS SPECIFIED ELSEWHERE. 6. FINISH: DOORS SHALL BE FACTORY PREFINISHED AS SCHEDULED TO MATCH OWNER'S SAMPLE; AWI SYSTEM OP -4 PREMIUM GRADE CONVERSION VARNISH. 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 OF THRESHOLD. 3. DOOR AND HARDWARE INSTALLATION IS SPECIFIED IN SECTION 08730. 08305 ACCESS DOORS A. SUMMARY: FIRE - RESISTIVE, AND NON -RATED ACCESS DOORS, FRAMES, AND ACCESSORIES. COORDINATE WITH WORK OF DIVISIONS 15 AND 16 FOR LOCATIONS REQUIRED. B. QUALITY ASSURANCE: 1. FIRE - RESISTIVE ACCESS DOORS, AND FRAMES REQUIRE AN UNDERWRITER'S LABORATORY, WARNOCK - HERSEY, FACTORY MUTUAL, OR ANOTHER TESTING AGENCY LABEL ACCEPTABLE TO THE JURISDICTION HAVING AUTHORITY, AND MEETING THE HOURLY FIRE - RESISTANCE RATING OF THE CONSTRUCTION ASSEMBLY IN WHICH THE DOOR AND FRAME ARE TO BE INSTALLED C. ACCEPTABLE MANUFACTURERS: 1. MILCOR LP. (LIMA OH; 800 -441- 6899). 2. KARP ASSOCIATES, INC. (MASPETH NY; 718 -784- 2105). 3. THE WILLIAMS BROTHERS CORPORATION FOR AMERICA (FRONT ROYAL, VA; 800- 255 - 5515). 4. NYSTROM PRODUCTS CO. (MINNEAPOUS MN; 612 - 781 - 7850). 5. JL INDUSTRIES (BLOOMINGTON, MN; 612 - 835 -6850) D. TYPES: 1. FIRE- RESISTIVE METAL ACCESS DOOR: a) FLUSH TYPE DESIGN. b) 16 GAGE FRAME; MIN. 20 GAGE STEEL WELDED 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 CONCEALED DRYWALL ACCESS DOOR: a) RECESSED TYPE DESIGN. b) MINIMUM 13 GAGE STEEL FRAME; MINIMUM 16 GAGE STEEL DOOR PANEL RECESSED TO RECEIVE DRYWALL c) INTEGRAL ATTACHMENT FLANGE AND DRYWALL BEAD FOR FLUSH INSTALLATION. d) FULLY CONCEALED PIVOT ROD HINGE. e) LATCHES: SCREW DRIVER OPERATED CAM LATCH. 3. NON RATED CEILING ACCESS PANEL a) ACCEPTABLE MANUFACTURER: ONE OF THE FOLLOWING. 1) INTEX FORMS (GILROY CA; 408 - 846 - 5667). 2) GC PRODUCTS (SACRAMENTO CA; 800 -636 -8864; 916 -349 -2726) b) FLUSH DESIGN, SIMILAR TO INTEX FORMS 'GLASS FIBER REINFORCED GYPSUM ACCESS PANEL' c) CAST GYPSUM FRAME AND LAY IN PANEL; 1/8 - 3/16 INCH SHELL THICKNESS. d) INTEGRAL ATTACHMENT FLANGE AND DRYWALL BEAD FOR FLUSH INSTALLATION. e) NO HARDWARE. f) SIZE 12" X 12" FOR HAND ACCESS AND 24" X 24" FOR PERSON ACCESS, UNLESS OTHERWISE INDICATED. E. INSTALLATION: 1. LOCATIONS: PROVIDE ACCESS DOORS 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. INSTALL FRAMES PLUMB AND LEVEL IN WALL AND CEILING OPENINGS, WITH PLANE OF DOOR SURFACE IN ACCURATE ALIGNMENT WITH PLANE OF WALL OR CEILING SURFACE. 3. PROVIDE CONCEALED ACCESS DOORS IN ALL LOCATIONS ACCESSIBLE TO THE PUBUC. 08385 IMPACT DOORS A. SECTION INCLUDES: IMPACT DOORS AND HARDWARE. 6 B. SUBMITTALS: 1. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS. 2. SHOP DRAWINGS: INDICATE DOOR ELEVATIONS, HARDWARE LOCATIONS, VISION UTE LOCATIONS AND SIZES, FRAME REINFORCEMENT REQUIREMENTS, AND FINISHES. C. MANUFACTURER: EUASON CORPORATION, EASY SWING DOOR DIVISION, KALAMAZOO, MI (800/828 -2655) D. TYPE: MODEL SP B, MEDIUM WEIGHT SOUD CORE DOORS, WITH SELF CENTERING DOUBLE SWING PIVOT SETS. E. CONSTRUCTION: 1. CORE: 3/4 INCH EXTERIOR GRADE AB PLYWOOD, SANDED. 2. FACES: PLASTIC LAMINATE, COLORS AS SCHEDULED. 3. VISION UTES: 14 ° X16 ° , 3/16 INCH CLEAR ACRYLIC; SECURE IN PLACE WITH MANUFACTURER'S STANDARD BLACK RUBBER MOLDING. F. ACCESSORIES: 1. EDGE CAPS: FORMED STAINLESS STEEL CHANNELS, 18 GAGE, MINIMUM; TYPICAL AT SIDE AND TOP EDGES. 2. BASE (KICK) PLATES: 18 GAGE SATIN FINISH STAINLESS STEEL; DOOR WIDTH X 18 INCHES HIGH; FASTENED WITH STAINLESS STEEL RIVETS. 3. PIVOTS: "EASY SWING" HINGE MECHANISM; STAINLESS STEEL 4. FASTENERS: AS REQUIRED FOR COMPLETE INSTALLATION OF DOORS AND ACCESSORIES. G. MAXIMUM DIAGONAL DISTORTION: 1/4 INCH MEASURED WITH STRAIGHT EDGE, CORNER TO CORNER. H. PRIOR TO INSTALLATION, VERIFY THAT FRAMES ARE PREPARED AND READY TO RECEIVE WORK OF THIS SECTION. I. INSTALLATION: 1. INSTALL DOORS, HARDWARE, AND ACCESSORIES IN ACCORDANCE WITH SHOP DRAWINGS AND MANUFACTURER'S INSTRUCTIONS. 2 THE BOTTOM PIVOT ASSEMBLY SHALL BE SECURED TO THE FRAME ONLY. DO NOT SECURE THE BOTTOM FLANGE OF THE PIVOT ASSEMBLY TO THE FLOOR WITH FASTENERS AS INDICATED IN MANUFACTURER'S STANDARD INSTALLATION INSTRUCTIONS AS THE FASTENERS WILL PENETRATE THE WATERPROOF MEMBRANE INSTAIIED BENEATH THE FINISH FLOORING. J. ADJUST AND CLEAN 1. REPAIR DAMAGE TO DOORS AND ACCESSORIES TO MATCH FABRICATOR'S ORIGINAL FINISH. 2. ADJUST MECHANISM SO MOVING PARTS OPERATE SMOOTHLY. 08410 ALUMINUM DOORS AND STOREFRONT SYSTEMS A. SUMMARY: ALUMINUM - FRAMED STOREFRONT AND WINDOW SYSTEMS. 1. ALUMINUM - FRAMED GLASS DOORS. 2. ASSOCIATED GLAZING AND HARDWARE. B. SUBMITTALS: 1. SHOP DRAWINGS: INCLUDE WALL OPENING DIMENSIONS, COMPONENT DIMENSIONS AND TOLERANCES REQUIRED; ANCHORAGES, FASTENERS, AND INSTALLATION DETAILS INCLUDING LAYOUT DRAWINGS FOR BRAKE -METAL CLOSURE PANELS REQUIRED OR INDICATED ON THE DRAWINGS. 2. SUBMIT EITHER OF THE FOLLOWING TO VERIFY THAT THE PROPOSED SYSTEMS MEET THE STRUCTURAL PERFORMANCE REQUIREMENTS SPECIFIED: a) SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WHICH THE WORK IS PERFORMED. b) CERTIFIED TEST REPORT DATA PERFORMED ON SYSTEMS SIMILAR TO THOSE TO BE PROVIDED. C. SYSTEM STRUCTURAL DESIGN: 1. DESIGN AND SIZE MEMBERS TO WITHSTAND POSITIVE AND NEGATIVE LATERAL LOADS AS REQUIRED BY THE APPLICABLE BUILDING CODE AS AMENDED BY THE STATE AND LOCAL JURISDICTION, AND TO RESIST PIVOT AND CLOSER REACTION FORCES. 2. LIMIT MUWON DEFLECTION TO 1/175, OR FLEXURE UMIT OF GLASS WITH FULL RECOVERY OF GLAZING MATERIALS, WHICHEVER IS LESS. D. MANUFACTURER'S WARRANTY: FURNISH FIVE -YEAR WRITTEN WARRANTY EXECUTED TO OWNER FROM THE MANUFACTURER OF THE STOREFRONT SYSTEM, AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP, IN ACCORDANCE WITH SECTION 01770. E. SYSTEM COMPONENTS: 1. STOREFRONT FRAMING: a) AS SPECIFIED: KAWNEER TRIFAB VG 451; 2 X 4 -1/2 INCH EXTRUDED ALUMINUM SECTION; BACK SET FLUSH DESIGN. b) FINISH: AAMA 2605; PVDF FINISH; COLOR AS SCHEDULED ON THE DRAWINGS. 2. DOORS HARDWARE: SPECIFIED IN SECTION 084710. 3. GLAZING BEADS: FURNISH MANUFACTURER'S STANDARD EPDM OR NEOPRENE GLAZING BEADS, FOR A COMPLETE WEATHERPROOF SEAL 4. BRAKE -METAL CLOSURE PANELS: PROVIDE CUSTOM SHAPES FABRICATED OF SHEET ALUMINUM AND CONFORMING TO THE PROFILES INDICATED ON THE DRAWINGS, AND REQUIRED FOR A COMPLETE, WEATHERTIGHT ASSEMBLY; FINISH TO MATCH STOREFRONT. F. STOREFRONT FRAMING FABRICATION: 1. RIGIDLY FIT JOINTS AND CORNERS. ACCURATELY FIT AND SECURE CORNERS TIGHT. MAKE CORNER JOINTS FLUSH, HAIRLINE, AND WEATHERPROOF. SEAL JOINTS WITH SEALANT. 2. AT EXTERIOR UNITS, PROVIDE DRAINAGE HOLES TO ALLOW WATER TO FLOW TO EXTERIOR. 3. PROVIDE INTERNAL REINFORCEMENT IN MUWONS WITH MEMBERS TO MAINTAIN RIGIDITY. PROVIDE REINFORCING ALL DOOR STRIKE JAMBS. G. GLASS: UNIT TYPE AS INDICATED ON THE DRAWINGS: 1. PRIMARY GLASS: ASTM 01036, TYPE I, CLASS 1 (CLEAR), QUALITY Q3 GLAZING SELECT; 1/4 INCH THICK. \ 2. GLASS TEMPERING: \ a) PROVIDE TEMPERED GLASS IN LOCATIONS INDICATED ON THE DRAWINGS, AND AS REQUIRED BY THE LOCAL JURISDICTIONAL AUTHORITIES. b) HEAT TREATMENT: HEAT TREAT TO STRENGTHEN GLASS IN BENDING TO NOT LESS THAN 4.5 TIMES THE ANNEALED STRENGTH; CERTIFIED SAFETY GLASS IN ACCORDANCE WITH ANSI Z97.1. c) FABRICATE TEMPERED GLASS UNITS SO THAT PRINCIPLE DISTORTION WILL BE IN THE HORIZONTAL DIRECTION IN THE FINISHED INSTALLATION. d) UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL, PROVIDE MANUFACTURER'S LABEL. ON EACH UTE, INDICATING TYPE AND THICKNESS OF GLASS. H. STOREFRONT INSTALLATION: 1. INSTALL FRAMES, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. ALIGN FRAMES PLUMB AND LEVEL, FREE OF WARP OR TWIST. MAINTAIN DIMENSIONAL TOLERANCES, ALIGNING WITH ADJACENT WORK. 3. SUB -SILLS: a) PROVIDE EXTRUDED ALUMINUM SUB-SILLS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS SPECIFIED BELOW. b) PROVIDE MANUFACTURER'S STANDARD END DAMS AND SPLICE PLATES SEALED INTO POSITION. END DAMS AND SPLICE PLATES SHALL MATCH THE HEIGHT OF THE SUB -SILL BACK. c) SEAL JOINT BETWEEN END DAM AND JAMB. d) FASTEN THE SUB -SILL SECURELY TO THE SILL CONSTRUCTION. CAP SEAL TOPS OF FASTENERS. e) FASTEN THE STOREFRONT FRAMING INTO THE SUB -SILL USE MANUFACTURER'S STANDARD INTERLOCKING ANCHORS THAT ENGAGE THE SUB -SILL AND ALLOW FASTENING OF THE STOREFRONT WITHOUT PENETRATING THE HORIZONTAL PAN OF THE SUB -SILL 4. INSTALL WATER DIVERTERS. 5. 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. 08710 DOOR HARDWARE 7 A SUPPLIER: FINISH HARDWARE SHALL BE SUPPLIED BY RECOGNIZED BUILDERS' HARDWARE SUPPUER WHO HAS BEEN FURNISHING HARDWARE IN SAME AREA AS THE PROJECT FOR A PERIOD OF NOT LESS THAN TWO YEARS. B. INSTALLER: FINISH HARDWARE SHALL BE INSTALLED ONLY BY EXPERIENCED TRADESMEN IN COMPLIANCE WITH TRADE UNION JURISDICTIONS, EITHER AT THE DOOR AND FRAME FABRICATION PLANT OR AT THE PROJECT SITE. C. CODES: ALL FINISH HARDWARE SHALL COMPLY WITH APPUCABLE LOCAL AND /OR STATE BUILDING CODES. 8 D. HARDWARE ITEMS: AS SCHEDULED ON THE DRAWINGS. 08730 DOOR AND HARDWARE INSTALLATION 9 A. INSTALLATION: 1. MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. 2. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS. WHEREVER CUTTING AND FITTING ARE REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHES IN ANOTHER WAY, INSTALL EACH ITEM COMPLETELY AND THEN REMOVE AND STORE IN A SECURE PLACE DURING THE FINISH OPERATION. AFTER COMPLETION OF THE FINISHES, REINSTALL EACH ITEM. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. 3. HARDWARE MOUNTING HEIGHTS: MOUNTING HEIGHTS ARE BASED ON RECOMMENDATIONS OF THE NATIONAL BUILDERS HARDWARE ASSOCIATION (NBHA). GENERALLY, MOUNT HARDWARE UNITS AT THE FOLLOWING LOCATIONS ON EACH DOOR OR DOOR OPENING, EXCEPT AS OTHERWISE INDICATED ON THE DRAWINGS OR REQUIRED TO MEET CODE AND HANDICAPPED REQUIREMENTS. VERIFY ANY CONFLICTS WITH LOCATION OF OTHER HARDWARE FOR PROPER CLEARANCES FOR INSTALLATION PRIOR TO CUTTING OR MILLING FOR SPECIFIED HARDWARE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF SUCH CONFLICTS ARE DETERMINED. a) LATCH AND LOCKSETS: 40 INCHES FINISH FLOOR TO CENTER OF KNOB. b) DEAD LOCKS: 52 INCHES FINISH FLOOR TO CENTER OF CYLINDER. c) EMERGENCY EXIT CROSS BAR 36 INCHES FROM FINISH FLOOR. d) PUSH/PULL: 42 INCHES FINISH FLOOR TO CENTERLINE OF PUSH/PULL e) PUSH PLATE 1/2 INCH FROM EDGE OF DOOR; 42 INCHES TO CENTER LINE OF PLATE, EXCEPT 45 INCHES WHERE INDEPENDENT OF THE PUSH /PULL. 0 KICK PLATES: MOUNT AT BOTTOM EDGE OF DOOR AND 1/2 INCH FROM OUTSIDE EDGE OF DOOR.; g) TOP HINGE: 5 INCHES FROM TOP OF DOOR TO TOP OF HINGE. h) BOTTOM HINGE 10 INCHES FROM FINISH FLOOR TO BOTTOM OF HINGE. i) CENTER HINGE EQUAL DISTANCE BETWEEN TOP AND BOTTOM HINGES. j) MULTIPLE HINGE LOCATIONS SHALL BE EQUALLY SPACED BETWEEN TOP AND BOTTOM HINGE. k) WALL STOPS: CENTERUNE OF KNOB OR POINT OF FIRST CONTACT. I) THRESHOLDS: MOUNT AT EXTERIOR DOORS SUCH THAT SLOPE BREAKPOINT ON THRESHOLD IS AT LEAD EDGE OF DOOR. SET IN FULL BED OF CAULKING MATERIAL m) CLOSERS: MOUNT FOR MAXIMUM DEGREE OF OPENING OBTAINABLE CONSIDERING OTHER HARDWARE P OVIDED AND OPENING CONDITIONS. SIZE CLOSERS FOR CONDITIONS AND CODE REQUIREMENTS. n TRIM /PROTECTION: KICKPLATE SHALL BE 2" LDW X HEIGHT INDICATED. o) OTHER HARDWARE ITEMS SHALL BE LOCATED AS RECOMMENDED BY NBHA, OR AS MAY BE SHOWN OR REQUIRED O ERWISE. 4. ADJUSTING AND CLEANING: ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. CLEAN DOOR AND HARDWARE. 09111 LIGHTGAGE METAL SUPPORT SYSTEMS A. SYSTEM DESCRIPTION: 1. STRUCTURAL DESIGN: a) SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED. h PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE TFIICKER GAGES AND INCREASED STUD SPACING AS NECESSARY TO MEET THE DESIGN REQUIREMENTS. 2. DESIGN LOADS: a) INTERIOR CEILING ASSEMBUES: 5 POUNDS PER SQUARE FOOT UNIFORM UVE LOAD, PLUS DEAD LOADS. b) INTERIOR PARTITIONS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LATERAL LOAD. c) SEISMIC LOADS: CONFORM TO THE REQUIREMENTS OF THE LOCAL JURISDICTIONAL AUTHORITIES. d) BRACE SYSTEM AS DETAILED TO STRUCTURE. 3. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. 4. SOFFIT FRAMING: PROVIDE SUFFICIENT FASTENERS AND FRAMING ELEMENTS TO ADEQUATELY RESIST THE COMBINED DEAD AND UVE LOADS OF SUSPENDED OVERHEAD CONSTRUCTION. BASE THE DESIGN ON THE WORKING CAPACITIES STATED IN THE MANUFACTURER'S TECHNICAL DATA FOR THE COMPONENTS, UNLESS REQUIRED OTHERWISE BY JURISDICTIONAL CODE AUTHORITIES. B. CODE REQUIREMENTS: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS 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 ANY OTHER MATERIALS THAT ARE A PART OF EACH ASSEMBLY. 2. FIRE RATING REQUIREMENTS TAKE PRECEDENCE OVER THE CONSTRUCTION REQUIREMENTS INDICATED. IN THE EVENT OF CONFLICT, NOTIFY THE OWNER'S REPRESENTATIVE, AND DO NOT BEGIN CONSTRUCTION IN THE AREA OF CONFLICT UNTIL THE CONFLICT HAS BEEN RESOLVED. 3. PROVIDE COMPLETE CALCULATIONS, DRAWINGS, PRODUCT DATA, AND OTHER VERIFICATION AS REQUIRED BY THE JURISDICTIONAL CODE AUTHORITY TO OBTAIN APPROVAL OF THE UGHTGAGE METAL FRAMING INSTALLATION. C. MATERIALS: 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, HAT AND Z SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED ON THE DRAWINGS, AND REQUIRED IN THE STANDARDS REFERENCED. MINIMUM 20 GAGE, EXCEPT PROVIDE THICKER GAGES AS REQUIRED TO MEET DEFLECTION REQUIREMENTS. 2. COLD - ROLLED CHANNELS: RUST - INHIBITIVE PAINT COATING; SIZES IN ACCORDANCE WITH ASTM C754. 3. SCREWS: SELF- TAPPING; LOW PROFILE HEAD. 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE MT1-1 ASTM C754. D. PARTITION 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. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16 INCHES OC, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 3. FIT RUNNERS UNDER AND ABOVE OPENINGS; SECURE INTERMEDIATE STUDS AT SPACING OF WALL STUDS. 4. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON CENTER AT FRAMING WHICH DOES NOT EXTEND TO STRUCTURE. 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 GAGE AS THE ADJACENT STUDS, BUT NO LESS THAN 20 GAGE. PROVIDE DIAGONAL STEEL STUD BRACING TO STRUCTURE AT EACH JAMB AT PARTITIONS THAT DO NOT EXTEND TO ''STRUCTURE. 6\ COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF ASSEMBUES MOUNTED INTO WALL OPENINGS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. -- 7 COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT BOARD EDGES. PROVIDE FRAMING IMMEDIATELY EITHER SIDE OF EXPANSION JOINTS. 8. STUD SPLICING NOT PERMISSIBLE. 9. STUD BRIDGING: a) AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL 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 PARTITION. b) INTERIOR FULL HEIGHT PARTITIONS SSTUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING 3' -0 OR MORE BELOW TOP OF STUDS - PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5' -O' OF EXPOSED STUDS. c) INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. E. GYPSUM BOARD SOFFIT AND SUSPENDED GYPSUM BOARD CEIUNG FRAMING: 1. SECURE RUNNERS TO STRUCTURE ABOVE. PROVIDE REINFORCING WASHERS AT EACH FASTENER TO PREVENT THE FASTENER FROM BEING PULLED THROUGH THE TOP RUNNER DUE TO THE APPLIED LOADS. 2. SCREW - FASTEN FRAMING AT EACH JOINT. 3. PROVIDE SUPPORT AND /OR BRACING TO MEET SEISMIC REQUIREMENTS. F. BACKING: 1. PROVIDE STEEL BACKING FOR SUPPORT OF WALL MOUNTED ITEMS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. 3. COORDINATE REQUIRED BLOCKING FOR FURNITURE, SHELVING, CABINETS, WALL STOPS, ETC., WITH THE APPROPRIATE VENDOR. G. INSTALLATION TOLERANCES: 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 -INCH IN 10 FEET IN ANY DIRECTION. 2. VARIATION FROM VERTICAL (WALLS): 1/8 INCH IN 10 FEET. 3. LOCATE ASSEMBUES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. 09250 GYPSUM BOARD SYSTEMS A. QUAUTY CONTROL 1. PROVIDE ASSEMBLES MEETING THE HOURLY FIRE RATINGS INDICATED. 2. ASSEMBLIES SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. 10 1I rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 9205 REGISTERED \ HMOITECT ICHAEEL R. BLACK STATE OF WASHINGTON a 0 oc 0 -a a oe a w v 4 0 n 0 X a H C 0 t m C 0 C • W a cL W do ✓ SA W I- z 7 W W I- U pa Z 2 us Q ▪ • o • c) O N CO CO Issue Date 8/21/07 Drawn By SAR Appv'd By BM D A Revisions Date Description By A A A A J5 VERSION 02 -14 -06 5.2.0 Specifications RECEIVED OCT 18 2007 PERMIT CENTEkk B. MATERIALS: 1. GYPSUM BOARD: a 5/8 INCH THICK UNLESS NOTED OTHERWISE. b STANDARD BOARD: ASTM C36; PROVIDE TYPE 'X' IN FIRE -RATED PARTITIONS WHERE INDICATED, AND WHERE I CORPORATED AS A PART OF A FIRE -RATED ASSEMBLY. c) WATER RESISTANT BOARD: ASTM C630. 2 ACCESSORIES: a) TRIM: CONCEALED FLANGE SCREW -ON TYPE; METAL OR PVC AT CONTRACTOR'S OPTION; GA 216. b)XTRREVEAL MOLDINGS: FRY REGLET CO., PITTCON INDUSTRIES, INC., GORDON INC, OR APPROVED; ALUMINUM E USIONS WITH TAPING FLANGES; SHAPES AS INDICATED. c) JOINT COMPOUND, TAPE, AND FINISHING COMPOUND: ASTM C475 AND GA 216. d) SCREWS: ASTM C1002. C. INSTALLATION: 1. INSTALLATION STANDARD: UNLESS SPECIFIED OTHERWISE, PERFORM WORK IN ACCORDANCE WITH GYPSUM ASSOCIATION 216, "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." 2. SCREW - FASTEN BOARD TO FRAMING, UNLESS APPROVED OTHERWISE. 3. SPACE CONTROL JOINTS AS INDICATED. WHEN NOT INDICATED, LOCATE AS DIRECTED BY OWNER'S REPRESENTATIVE. 4. INSTALL WATER RESISTANT BOARD AS A SUBSTRATE FOR SURFACES SCHEDULED TO RECEIVE BONDED FINISHES IN RESTROOMS. 5. WHERE GYPSUM BOARD IS INSTALLED TO PATCH OR RESURFACE EXISTING FIRE RATED WALLS, INSTALL SO AS TO MAINTAIN EXISTING FIRE RATING. 6. INSTALL SQUARE EDGE EXTERIOR GYPSUM SHEATHING 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. 7. FINISHING (INTERIOR): a) 3 COAT SMOOTH WALL FINISH. b) GYPSUM BOARD SURFACES SHALL FORM A SMOOTH SURFACE FREE OF RIDGES, JOINT MARKS, FASTENER DEPRESSIONS, AND JOINT FILLER UNES. TAPERED BOARD JOINTS SHALL BE TAPED, FILLED, AND FEATHERED TO 12 INCHES EITHER SIDE OF THE JOINT. NON- TAPERED BOARD JOINTS SHALL BE TAPED, FILLED, AND FEATHERED TO 18 INCHES EITHER SIDE OF THE JOINT. c) SKIM COAT GYPSUM BOARD SURFACES IN SALES FLOOR AREAS. 09,300 TILE A. SUMMARY: INTERIOR 11LE FINISHES. B. MATERIALS: 1. FLOOR 11LE a) CUSTOMER AREAS: 14" X 14" PORCELAIN STONE BY CROSSVILLE CERAMICS COMPANY; EMPIRE SERIES, COLOR: VS86 'BLACK SWAN UNPOLISHED'. b) CUSTOMER- ACCESSIBLE TOILET ROOMS: 14' X 14' PORCELAIN STONE BY CROSSVILLE CERAMICS COMPANY; EMPIRE SERIES, COLOR: VS86 "BLACK SWAN UNPOLISHED'; 6" X 14" PORCELAIN COVE BASE BY CROSSVILLE CERAMICS c) SERVICE AREAS: 8' X 8' PORCELAIN STONE BY CROSSVILLE CERAMICS COMPANY; CROSS COLORS SERIES, COLOR: A850 "GRAPHITE"; 6" X 8' PORCELAIN COVE BASE BY CROSSVILLE CERAMICS d) TOILET ROOMS NOT CUSTOMER ACCESSIBLE: 8' X 8" PORCELAIN STONE BY CROSSVILLE CERAMICS COMPANY; CROSS COLORS SERIES, COLOR: A850 "GRAPHITE "; 6" X 8" PORCELAIN COVE BASE BY CROSSVILLE CERAMICS 2. WALL TILE a) SERVICE AREAS: 4" X 4' CERAMIC TILE BY DAL -11LE; COLOR:0137 SEMI -GLOSS CANVAS 3. GROUT FOR FLOOR TILE MAPEI 400 SERIES KERAPDXY, COLOR #47, CHARCOAL, 3/16 ". GROUT FOR WALL TILE: MAPEI KERACOLOR U - UNSANDED, COLOR #00, WHITE, 3/16'. C. SUPPUER: 1. CROSSVILLE INC., MARTHA VEGA, 925 -376 -7579 2. DAL TILE, DAVID CROLY, 925 -356 -2323 D. QUANTITY STATEMENTS 1. 1111, WITH PERTINENT INSTALLATION AND MAINTENANCE INSTRUCTIONS, WILL BE FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR. 2. QUANTITIES OF 11LE PURCHASED WILL BE BASED ON THE APPROVED QUANTITY STATEMENT FURNISHED BY THE CONTRACTOR FOR THE EXACT AMOUNT REQUIRED FOR THE INSTALLATION. OVERAGE QUANTITIES WILL BE ADDED SEPARATELY BY THE OWNER FOR EACH TYPE OF TILE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURACY OF QUANTITY STATEMENTS. IN THE EVENT THAT INSUFFICIENT QUANTITY IS DISCOVERED AFTER ORDER HAS BEEN PLACED, PROCEED AS FOLLOWS: a) IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF THE ADDITIONAL QUANTITIES REQUIRED, WHEREUPON THE OWNER WILL, AT HIS COST, OBTAIN THE ADDITIONAL QUANTITIES. b) INSTALL ADDITIONAL QUANTITIES AT NO ADDITIONAL COST TO THE OWNER. c) PAY FOR UNUSUAL TRANSPORTATION COSTS INCURRED IN OBTAINING ADDITIONAL MATERIALS. d) TILE FURNISHED FOR OVERAGE MAY BE INSTALLED, IF NECESSARY. NOTIFY OWNER OF QUANTITY OF TILE INSTALLED SO THAT HE MAY OBTAIN ADDITIONAL TILE FOR OVERAGE STOCK. E. SUBMITTALS: 1. PRODUCT DATA: SUBMIT FOR EACH TYPE OF GROUT, ADHESIVE, ADDITIVE, ACCESSORY, AND MEMBRANE SPECIFIED. 2. SAMPLES: a) GROUT: SUBMIT CURED SAMPLES OF GROUT COLOR. b) SCREEDS: SUBMIT SAMPLES OF EACH TYPE AND FINISH OF SCREED; MINIMUM 3 INCH LENGTH. F. QUALITY ASSURANCE: CONFORM TO ANSI STANDARD SPECIFICATIONS FOR THE INSTALLATION OF CERAMIC TILE. G. TILE TYPES: AS SCHEDULED ON THE DRAWINGS AND DESCRIBED ABOVE. H. SETTING MATERIALS FOR TILE 1. THINSET MORTAR: LATEX - PORTLAND CEMENT IN ACCORDANCE WITH ANSI A118.4; 100% ACRYLIC LATEX ADDITIVE AT ALL LOCATIONS; MAPEI CORP 'GRANI /RAPID' OR 'KERABOND" WITH 'UNIVERSAL KERALASI1C" BY LAIICRETE INTERNATIONAL, INC., "211 CRETE FILLER POWDER" WITH 4237 LATEX THIN -SET MORTAR ADDITIVE," OR APPROVED. 2. METAL SCREED: AS MANUFACTURED (4 P OF T-90 6) DETAILED BRASS TILE EDGING TRIM; L SIZES AS REQUIRED FOR INSTALLATION OF TOP OP SCREED FLUSIT 3. CRACK ISOLATION MEMBRANE ONE OF THE FOLLOWING. a) LAIICRETE "BLUE 92 ANTI- FRACTURE MEMBRANE ". b THE NOBLE COMPANY "NOBLESEAL TS," REINFORCED CPE SHEET MEMBRANE. c3 N.A.C. PRODUCTS INC. 'ECB MEMBRANE;' SOS-BONDING REINFORCED MODIFIED ASPHALT SHEET MEMBRANE; 36' WIDTH. n �NIC �� \TILE SEALANT DELETED I. PREPARATION: CLEAN S " REE OF GRE ST ASE, DIRT, DU, ORGA IMPURITIES, CURING AGENTS, AND OTHER MATERIALS THAT WOULD IMPAIR BOND. CLEAN FLOORS WITH "BLAST - TRACK' UNIT IF NECESSARY. J. SLAB LEVELING: 1. PROVIDE SLAB LEVELING AS SPECIFIED IN SECTION 03547. K. INSTALLATION OF TILE BACKER AND ACCESSORIES: 1. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. INSTALL UNITS WITH EDGES FIRMLY SUPPORTED ON FRAMING MEMBERS. 3. ATTACH UNITS WITH SCREWS SPACED 6 INCHES ON CENTER ALONG FRAMING. 4. SPACE BOARDS 1/8 TO 3/16 INCH APART. STAGGER BOARD JOINTS WITH THOSE OF ADJACENT ROWS. FILL JOINTS BETWEEN GLASS MESH PANELS WITH BONDING MORTAR, EMBED REINFORCING, COVER OVER WITH MORE BONDING MORTAR AND TROWEL SMOOTH. L CRACK ISOLATION: 1. INSTALL CRACK ISOLATION MEMBRANE ON A UNIT PRICE BASIS IN ACCORDANCE WITH SECTION 01270. 2. CRACK ISOLATION MEMBRANE MAY BE REQUIRED AT THE FOLLOWING LOCATIONS: a) AT CONTROL AND CONSTRUCTION JOINTS IN CONCRETE FLOORS. b) AT CHANGES IN SUBSTRATE MATERIALS. c) SHRINKAGE CRACKS 1/16 INCH OR LARGER IN EXISTING SLABS. 3. EXTEND A MINIMUM OF 24 INCHES EACH SIDE OF CRACK OR JOINT. 4. SUBSTRATE EXAMINATION: a) SU A S A R S UBJECT MINIMUM OF 7 D NOTICE. BY OWNER PRIOR TO INSTALLATION OF TILE OR SLAB - LEVELING b) THE EXAMINATION WILL DETERMINE THE NEED FOR CRACK ISOLATION MEMBRANE AT LOCATIONS NOT SCHEDULED ABOVE M. SCREED INSTALLATION: 1. INSTALL SCREEDS AT TILE FIELD EDGES AT THE LOCATIONS INDICATED. 2. ACCURATELY CUT TO LENGTH FOR FLUSH TIGHTLY BU I ILL/ JOINTS. PROVIDE MITER CUT ANGLE JOINTS. 3. INSTALL IN LONGEST POSSIBLE LENGTHS, EXCEPT THAT NO SCREED SECTION SHALL BE LONGER THAN 12 FEET OR SHORTER THAN 4 FEET. 4. INSTALL SCREEDS FREE FROM WAVES AND VARIATIONS IN HEIGHT, FLUSH WITH TOP OF ADJACENT TILE SURFACES. 5. SET SCREEDS DIRECTLY IN SETTING BED AS THE 11LE INSTALLATION PROCEEDS. COMPLY WITH SCREED MANUFACTURER'S INSTRUCTIONS TO ACHIEVE MORTAR TIGHTLY COMPACTED BETWEEN SCREED AND TILE EDGE. N. INSTALLATION OF TILE: 1. INTERIOR FLOOR APPUCA11ON - THINSET OVER CONCRETE SUBSTRATE OR CRACK ISOLATION MEMBRANE. a) TCA SYSTEM: SIMILAR TO F113. b) INSTALLATION STANDARD: ANSI A108.5. c) SETTING MATERIALS: LATEX MODIFIED THINSET MORTAR; 3/32 INCH MINIMUM THICKNESS. 2. OVER GYPSUM (GREEN) BACKER BOARD: a) TCA SYSTEM: SIMILAR TO W244. b) INSTALLATION STANDARD: ANSI A108.5. c) SETTING MATERIALS: LATEX MODIFIED THINSET MORTAR; 3/32 INCH MINIMUM THICKNESS. 3. JOINT PATTERN: a) LAY OUT TILE PATTERN PRIOR TO COMMENCING TILE INSTALLATION. b) ACCURATELY LOCATE GROUT JOINTS ON LINES INDICATED; WHERE NOT INDICATED, ADJUST GROUT JOINTS WITHIN SPECIFIED TOLERANCES TO MINIMIZE USE OF CUT TILES AT FIELD EDGES. c) WHERE CUT TILES ARE NECESSARY, POSITION FLOOR TILE SUCH THAT CUT TILE AT EACH EDGE OF EACH RECTILINEAR FIELD IS NOT LESS THAN HALF OF A FULL SIZE UNIT. d) UNLESS OTHERWISE INDICATED, TILE JOINTS SHALL BE 1/8" WIDE. 4. CLEAN JOINTS OF MORTAR TO MINIMUM DEPTH OF 1/4 INCH TO ALLOW SUBSEQUENT GROUT INSTALLATION. 5. TOLERANCES: a) JOINT WIDTH VARIATION: PLUS OR MINUS 25% OF THE PROPOSED JOINT WIDTH. b) TAPER: PLUS OR MINUS 25% FROM ONE END TO THE OTHER. c) NO PORTION OF A TILE SURFACE SHALL VARY MORE THAN 1/16 INCH ABOVE OR BELOW AN ADJACENT TILE SURFACE. d) INSTALL TILE FIELDS LEVEL TO WITHIN TOLERANCE SPECIFIED FOR FINISHED SUBSTRATE. 6. SPECIAL FLOOR TILE INSTALLATION REQUIREMENTS: a) WASH BACKS OF EACH TILE TO REMOVE ALL DUST AND SOIL THAT WOULD COMPROMISE ADHESION. b) DAMPEN SUBSTRATE AS NECESSARY TO PREVENT EXCESSIVE SUCTION. TROWEL MORTAR ONTO SURFACES TO RECEIVE TILE. c) APPLY MORTAR BOND COAT WITH NOTCHED TROWEL AS REQUIRED FOR PROPER LEVEL d) SET TILE WITHIN TIME SPAN RECOMMENDED BY MORTAR MANUFACTURER. e) BACK BU I ILA TILES PRIOR TO SETTING TO ACHIEVE MAXIMUM MORTAR COVERAGE OVER BACK OF TILE AND SUBSTRATE. SET TILES IN ACCURATE ALIGNMENT. BEAT IN WITH A WOOD BLOCK, RUBBER HAMMER, OR TWIST AS NECESSARY TO LEVEL TILES. 0. GROUTING: 1. MIX GROUTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. GROUT ALL JOINTS, EXCEPT EXPANSION JOINTS, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FLOAT JOINTS TO A SLIGHTLY CONCAVE PROFILE. 3. REMOVE EXCESS GROUT FROM TILE SURFACES IN ACCORDANCE WITH THE GROUT AND TILE MANUFACTURER'S RECOMMENDATIONS. DO NOT USE EXCESS AMOUNTS OF WATER. 4. PROTECT ADJACENT SURFACES FROM DAMAGE IF ACID CLEANERS ARE USED. 5. DO NOT GROUT JOINTS INDICATED TO RECEIVE SEALANTS, INCLUDING INSIDE RIGHT ANGLE CORNER JOINTS BETWEEN FLOORS AND WALLS OF COLUMN BASES. GROUT JOINTS PERPENDICULAR TO EXPANSION JOINTS SHALL BE FINISHED FLUSH WITH TILE EDGES. 6. CURED GROUT JOINTS SHALL BE MADE FREE OF EFFLORESCENCE, PRIOR TO SEALING. 7. CURE INSTALLATION IN ACCORDANCE WITH THE GROUT MANUFACTURER'S RECOMMENDATIONS. PROTECT 11LE AND GROUT DURING CURING OPERATIONS. P. EXPANSION JOINTS: 1. PLACE EXPANSION JOINTS AS INDICATED ON THE DRAWINGS. 2. PLACE EXPANSION JOINTS AT CONTROL AND EXPANSION JOINTS IN EXISTING CONCRETE SLABS, AND AT INTERSECTIONS WITH WALLS AND COLUMNS. 3. JOINT SIZES: SET TO MATCH WIDTH OF TYPICAL GROUTED JOINT. 4. LEAVE EXPANSION JOINTS FREE OF MORTAR. 5. SEALANT MATERIALS AND INSTALLATION ARE SPECIFIED IN SECTION 07920. Q. GRIND AND POLISH QUARRY TILE IN COMPLIANCE WITH TILE MANUFACTURER'S RECOMMENDATIONS TO REMOVE UPPAGE BETWEEN TILES AND PROVIDE AN EVEN PLANE. USE MACHINES, ABRASIVE PADS AND POUSHING COMPOUNDS AS RECOMMENDED. REDUCE GRITS OF SUCCESSIVE PADS TO PROVIDE SMOOTH, FINELY HONED, EVEN FLOORING. R. CLEANING: 1. WASH AND THOROUGHLY RINSE ALL TILE. LEAVE ALL TILE SURFACES CLEAN. AUTO -SCRUB FLOOR WITH SEALER MANUFACTURER'S RECOMMENDED CLEANER AS REQUIRED TO REMOVE ALL CONTAMINANTS. 2. ALLOW FLOOR TO DRY FOR A MINIMUM OF ONE DAY PRIOR TO SEALANT APPUCATION. S. TILE AND GROUT SEALING: APPLY TWO COATS OF SEALER IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE MAXIMUM PENETRATION INTO TILE AND GROUTS. APPLY THIRD COAT IF REQUIRED TO ACHIEVE DESIRED GLOSS. T. SPECIAL PROTECTION REQUIREMENTS FOR TILE SURFACES: 1. AREAS SUBJECT ONLY TO FOOT TRAFFIC: LAY DOWN NON- STAINING CURING PAPER LAPPED AND SEALED AT JOINTS AND EDGES WITH NASHUA BRAND DUCT TAPE. DO NOT USE POLYETHYLENE OR PRODUCTS CONTAINING BITUMINOUS MATERIALS. 2. AREAS SUBJECT TO ROWNG TRUCKS, DOWES AND OTHER EQUIPMENT: IN ADDITION TO THE ABOVE, SUCH AREAS SHALL BE FURTHER PROTECTED BY CONTINUOUS PLYWOOD OR HARDBOARD RUNWAYS. 09510 ACOUSTICAL CEILINGS A. SUBMITTALS: MANUFACTURER'S PRODUCT LITERATURE. B. MATERIALS: 1. ACOUSTICAL LAY -IN CEILING PANELS: PRODUCTS AS SCHEDULED ON THE DRAWINGS. 2. SUSPENSION SYSTEM: AS SCHEDULED, IN 2' X 2' AND 2' X 4' GRIDS, AS SHOWN ON THE DRAWINGS. C, INSTALLATION: 1. INSTALL SYSTEM IN ACCORDANCE WITH ALL SEISMIC DESIGN REQUIREMENTS FOR ACOUSTICAL CEILINGS OF THE CALIFORNIA BUILDING CODE. 2. INSTALL SYSTEM IN ACCORDANCE WITH ASTM C636, AS APPUCABLE. 3. INSTALL GRID TO PRODUCE FINISHED CEILING TRUE TO UNES AND LEVELS INDICATED, WITHIN THE SPECIFIED TOLERANCES. 4. INSTALL SUSPENSION SYSTEMS IN A MANNER TO SUPPORT ALL SUPERIMPOSED LOADS, WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/270 OF SPAN. 5. HANG 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 SUSPENSIONS SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED CARRYING CHANNELS AS REQUIRED TO SPAN THE REQUIRED DISTANCE. 6. PROVIDE ALL ANCHORS REQUIRED FOR THE INSTALLATION OF THE CEILING SYSTEM. DO NOT ANCHOR SYSTEM IN ANY MANNER THAT MIGHT CAUSE DAMAGE TO THE STRUCTURAL SYSTEM. 7. INSTALL EDGE MOLDING 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. 8. FIT ACOUSTIC LAY -IN PANELS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. 9. TOLERANCES: a. VARIATION FORM FLAT AND LEVEL SURFACE: 1/8 INCH IN 10 Fttl. b. VARIATION FROM PLUMB OF GRID MEMBERS CAUSED BY ECCENTRIC LOADS: TWO DEGREES MAXIMUM. 10. HOLD -DOWN CUPS: INSTALL HOLD -DOWN CUPS AT ALL PANELS WITHIN 20 I-ttI OF AN EXTERIOR DOOR. 09614 CONCRETE SEALER A. SUMMARY: SEALING OF INTERIOR CONCRETE FLOOR SURFACES INDICATED TO REMAIN EXPOSED ON THE DRAWINGS. B. MATERIAL PROVIDE SEALER BY PECKHAM, INC., AS SCHEDULED ON THE DRAWINGS C. 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 POUSHER. VACUUM LOOSE MATERIALS. 2. MASK OR OTHERWISE PROTECT ADJACENT SURFACES. D. APPLICATION: 1. APPLY 2 COATS OF CONCRETE FLOOR SEALER TO INTERIOR CONCRETE FLOOR SURFACES AS SCHEDULED. 2. APPLY SEALER BASE COAT UNLESS OTHERWISE APPROVED BY THE SEALER MANUFACTURER. 3. ROLLER OR SPRAY APPLY SEALER IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION INSTRUCTIONS. 09775 FIBERGLASS - REINFORCED POLYESTER (FRP) WALL COVERING A. SUMMARY: FIBERGLASS REINFORCED POLYESTER PANELS (FRP) B. PANEL SYSTEM COMPONENTS: 1. PANEL MATERIAL.: a) MARUTE BRAND CLASS I/A FIRE -RATED FRP BY MARUTE (DOVER, OH 330/343- 6621); COLOR AS SCHEDULED IN THE FINISH LEGEND. b) PANEL TYPE: FIBERGLASS REINFORCED POLYESTER PANELS, WITH EMBOSSED TEXTURED FACE. 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 EM. 2. MOLDINGS: MANUFACTURER'S STANDARD PVC CAP, CORNER, AND DIVISION MOLDINGS; COLOR TO MATCH PANELS. BOTTOM TRIM WHERE PANEL ABUTS 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. C. INSTALLATION: 1. ESTABUSH CENTERUNE OF EACH DISTINCT FLAT AREA TO BE COVERED. TRIM DIVISION MOLDINGS TO MATE WITH BASE MOLDINGS; INSTALL IN SOLID BED OF ADHESIVE, EITHER ON CENTERUNE, OR OFFSET 24 INCHES FROM CENTER, AS NECESSARY TO MAXIMIZE PANEL WIDTHS AT CORNERS. MOLDING SHALL BE INSTALLED STRAIGHT AND PLUMB. 2. CUT TOP CAP AND DIVISION OR CORNER MOLDINGS TO SHAPE, 'MTH EDGES TRIMMED TO FlT TO ADJACENT MOLDINGS. 3. APPLY SEALANT INTO INSTALLED MOLDINGS IN SEQUENCE WITH PANEL INSTALLATION. 4. APPLY ADHESIVE TO BACKS OF PANELS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 5. MAINTAIN UNES AND LEVELS OF PANEL EDGES AND MOLDINGS. 6. INSTALL PANELS TIGHT TO FLASH -COVED BASE TRIM. 7. ALLOW 1/8 -INCH GAP BETWEEN TOP CAP, CORNER, OR DIVISION MOLDING POSTS, AND PANEL EDGE; ALL EDGES SHALL BE FIRMLY BEDDED TO THE MOLDINGS IN SEALANT. CUT OPENINGS FOR PENETRATIONS IN ACCURATE LOCATION WITH APPROXIMATE 1/8 -INCH CLEARANCE AROUND PENETRATIONS. B. PROMPTLY REMOVE SEALANT SQUEEZE OUT WITH A DAMP CLOTH, AS WORK PROGRESSES; REMOVE EXCESS ADHESIVE WITH APPROPRIATE SOLVENT. 9. INSTALL SEALANT BEHIND FLANGES AND AT PENETRATIONS THROUGH PANEUNG, AND BETWEEN TOP CAP OF PANEL AND SUBSTRATE. 09B20 ACOUSTICAL INSULATION AND SEALANTS A. MATERIALS: 1. ACOUSTIC INSULATION: ASTM C665, TYPE I; UNFACED GLASS 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; WIDTHS TO FRICTION -FIT BETWEEN STUDS, WHERE INDICATED FOR INSTALLATION IN STUD WALLS. 2. ACOUSTICAL SEALANT: NON- HARDENING, NON- SKINNING, FOR USE IN CONJUNCTION WITH GYPSUM BOARD; SIMILAR TO USG "ACOUSTICAL SEALANT." 3. ACCESSORIES: FURNISH OTHER ACCESSORIES SUCH AS FASTENERS AND RETAINERS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE INSTALLATION. B. INSULATION: 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AND AS INDICATED. 2. TRIM INSULATION NEATLY TO FIT SPACES. INSTALL WITHOUT GAPS OR VOIDS. C. SEAL PENETRATIONS THROUGH ACOUSTICAL ASSEMBUES, EXCEPT FOR PENETRATIONS IN FIRE RATED CONSTRUCTION TO RECEIVE FIRESTOPPING. 09900 PAINTING A. SUMMARY: 1. INTERIOR PAINTING OF NEW SURFACES. 2. PAINTING OF PREVIOUSLY UNPAINTED INTERIOR STEEL ELEMENTS AS INDICATED ON THE DRAWINGS. B. SUBMITTALS: 1. SUBMIT A UST OF EACH PAINT SYSTEM TO BE USED IN THE WORK. 2. SUBMIT TWO SAMPLES OF EACH COLOR AND PAINT SYSTEM INDICATED. C. QUALITY ASSURANCE: 1. PAINT COATINGS SHALL BE FREE OF DUST, DIRT, FLOW UNES, STREAKS, SAGS, BUSTERS, PINHOLES, BUGS, RUNS, OR OTHER SURFACE IMPERFECTIONS. 2. IN ADDITION TO THE COATS SPECIFIED, PROVIDE ADDITIONAL COATS AS REQUIRED TO OBTAIN ADEQUATE HIDE. D. MAINTENANCE MATERIALS: FURNISH A MINIMUM OF ONE GALLON OF EACH COLOR PAINT TO JAMBA JUICE FOR FUTURE TOUCH -UP WORK E. MATERIALS: 1. PAINTS SPECIFIED IN THIS SECTION ARE PRODUCTS OF BENJAMIN MOORE PAINT COMPANY, AS SCHEDULED, UNLESS OTHERWISE INDICATED. 2. PRODUCTS BY THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE a) PITTSBURGH PAINTS. b) PRATT & LAMBERT. c) THE SHERWIN--WILUAMS COMPANY. d) KELLY -MOORE PRESERVATIVE PAINT COMPANY. e) PARKER FRAZEE 3. PAINT MA IALS ARE TO BE FULLY VOC COMPUANT, AND OF THE HIGHEST QUALITY INTENDED FOR APPLICATION BY PROFESSIONAL COMMERCIAL PAINTERS. 4. DIRECT -TO -METAL (DIM) ACRYLIC PRIMER: a) ICl/DEVOE "DEVFLEX 4020" PRIMER. b) SHERWIN WILLIAMS "DIM ACRYLIC PRIMER' F. SURFACE PREPARATION: 1. PREPARE SURFACES BY REMOVING DIRT, DUST, GREASE, OIL, MOISTURE, AND OTHER CONTAMINANTS THAT WILL IMPAIR THE PROPER ADHESION OF THE FINISH. 2. WOOD - OPAQUE PAINT FINISH: a) SPOT COAT KNOTS, PITCH STREAKS, AND SAPPY SECTIONS WITH SEALER. b) FILL NAIL HOLES AND CRACKS. SAND FILLER SMOOTH AND LEVEL WITH WOOD SURFACE. 3. GYPSUM BOARD: REMOVE LIGHT DUST, AND DIRT. 4. 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 WITH OLD FINISHES. h) WASH AND RINSE SURFACES 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 UQUID DEGLOSSER ON EXISTING SEMI -GLOSS AND HIGH -GLOSS FINISHES BEFORE REFINISHING. 5. EXISTING UNPAINTED INTERIOR STEEL ELEMENTS (ABOVE 10 FEET) INDICATED TO RECEIVE PAINT: a) REMOVE LOOSE, AND SCALING RUST WITH WIRE BRUSH. b) LEAVE SURFACE FREE OF DUST AND DIRT THAT WILL IMPAIR BOND OF NEWLY APPLIED FINISH. 6. EXISTING UNPAINTED INTERIOR STEEL ELEMENTS (BELOW 10 FEET) INDICATED TO RECEIVE PAINT: a) SOLVENT CLEAN IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) SP -1. b) COMMERCIAL BLAST PER SSPC SP -6. c) LEAVE SURFACE FREE OF DUST AND DIRT THAT WILL IMPAIR BOND OF NEWLY APPLIED FINISH. G. SPECIAL APPUCA11ON REQUIREMENTS: 1. UNLESS SPECIFIED OR INDICATED OTHERWISE, FOLLOW PAINT MANUFACTURER'S LABEL DIRECTIONS FOR GENERAL APPUCATION 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 APPUED UNLESS THE MANUFACTURER'S DIRECTIONS STATE OTHERWISE O CONTAMINANTS HIGH-PRESSURE WASHING, WITH DETERGENT, AND WIRE CONCRETE REMOVE CONTAM ANTS BY HI PRESSURE SHING, W1 TERGEN , E RUSHING. BRUSHING. 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 THAN ONE COAT OF PAINT IS REQUIRED, TINT EACH SUCCEEDING COAT UP TO THE FINAL COAT SIMILAR IN TINT, BUT SLIGHTLY LIGHTER IN VALUE (SHADE). c) SAND LIGHTLY BETWEEN COATS IF NECESSARY TO ACHIEVE REQUIRED FINISH; SAND BETWEEN COATS APPUED TO WOOD SUBSTRATES. 5. ROLLERS FOR APPLICATION, AND BACKROWNG OF LATEX PAINTS SHALL HAVE A NAP OF 3/8 INCH OR LESS. 6. WHERE ROLLER TEXTURE IS SCHEDULED FOR APPLICATION TO PLASTER AND 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 TO FOR PATCHING DAMAGE TO FACTORY PRIME COATING. 8. EXCEPT WHERE SCHEDULED OR INDICATED OTHERWISE, THE INTENT IS TO PAINT NEW ROOMS AND AREAS. EXISTING AREAS THAT HAVE NOT BEEN REMODELED OR DO NOT HAVE PATCHED SURFACES ARE NOT 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 PAINTING SYSTEMS: 1. GYPSUM BOARD, GYPSUM PLASTER, AND CRC - LATEX SYSTEM: a) SYSTEM: THREE COATS - FIRST COAT ACRYLIC LATEX PRIMER SEALER (UNTINTED), SECOND AND THIRD COAT LATEX PAINT. b) SHEEN: ROLLER TEXTURE, EGGSHELL SHEEN, EXCEPT PROVIDE FLAT SHEEN AT UGHT COVES, CEIUNGS, SKYLIGHT AREAS, CLERESTORY AREAS, INTERIOR FASCIAS, AND OTHER LIGHT SENSITIVE SURFACES. VERIFY LOCATIONS OF EACH SHEEN WITH OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH WORK. c) APPLICATION: 1) USE ON ALL EXPOSED GYPSUM BOARD, PLASTER, AND GFRG SURFACES, INCLUDING THE EXPOSED PORTIONS OF WALL SURFACES BETWEEN ADJACENT FABRIC COVERED PANELS AND MIRRORS. 2) PROVIDE PRIME COAT ONLY BEHIND PERMANENTLY MOUNTED MECHANICALLY ANCHORED MIRRORS, FABRIC PANELS, AND SIMILAR ELEMENTS. 3) DO NOT APPLY PRIMER OR PAINT COATINGS TO SURFACES TO RECEIVE ADHESIVELY MOUNTED MIRRORS OR TILE. 2. WOOD - OPAQUE FINISH LATEX SYSTEM: a) SYSTEM: THREE COATS; FIRST COAT LATEX WOOD PRIMER, AND SECOND AND THIRD COAT LATEX ENAMEL b) SHEEN: SEMI- GLOSS, UNLESS INDICATED OTHERWISE c) APPLICATION: USE ON ALL WOOD OR MEDIUM DENSITY FIBERBOARD SURFACES INDICATED TO RECEIVE OPAQUE OMIT COATING NOT OTHERWISE SPECIFIED IN SECTIONS 06400 OR 08210. 3. FERROUS METAL AND GALVANIZED - ACRYLIC SYSTEM: a) SYSTEM: THREE COATS; FIRST COAT ACRYLIC DTM PRIMER; SECOND AND THIRD COATS LATEX FINISH. THE PRIMER MAY BE OMI I IEU AT FACTORY PRIMED SURFACES, EXCEPT AS NECESSARY TO RECOAT DAMAGED OR ABRADED PREPRIMED SURFACES. b) SHEEN: SEMI - GLOSS, UNLESS INDICATED OTHERWISE. c APPUCATION: INTERIOR FERROUS METAL SURFACES INCLUDING HOLLOW STEEL METAL DOORS AND FRAMES, PIPE S EL HAND AND GUARD RAILS, OVERHEAD DOORS AND FRAMES, ACCESS DOORS AND PANELS, AND FIRE EXTINGUISHER CABINETS. 4. STRIPES ON FLOORING: a. EPDXY COATING AS SPECIFIED, "SAFETY YELLOW" COLOR, ONE COAT. b. LOCATIONS: 1) PATHWAY AND CAUTION STRIPING AT LOCATIONS INDICATED ON THE DRAWINGS. c. APPLY TO MATERIALS THAT HAVE BEEN PREPARED ACCORDING TO PAINT MANUFACTURER'S REQUIREMENTS. d. APPLY TO EXISTING CONCRETE PRIOR TO CONCRETE SEAUNG AS SPECIFIED IN SECTION 03300. IF THIS IS NOT POSSIBLE, REMOVE SEALER IN AREAS TO RECEIVE PAINT USING DEGREASER OR REMOVER AS RECOMMENDED BY SEALER MANUFACTURER. REAPPLY SEALER FOLLOWING CURING OF STRIPING PAINT. I. COLORS: AS SCHEDULED ON THE DRAWINGS. 10260 CORNER GUARDS A. INTERIOR METAL CORNER GUARDS: 16 GAGE STAINLESS SHEET STEEL; 2 -1/2 INCH LEGS BY FULL ROOM HEIGHT IN LENGTH; ALL EDGES EASED WITH EDGES SEALED WITH SILICONE CAULK. B. MOUNT CORNER GUARDS WITH BOTTOM OF GUARD AGAINST TOP OF WALL BASE, UNLESS OTHERWISE INDICATED. C. ADHESIVE -APPLY OR INSTALL WITH APPROVED DOUBLE -STICK TAPE. 10400 INTERIOR SIGNAGE A. SUMMARY: 1. CODE - REQUIRED INTERIOR SIGNAGE. 2. INSTALLATION OF SIGNAGE. B. SYSTEM DESCRIPTION: 1. ACCESSIBIUTY SIGNAGE PROVIDE ACRYLIC PLASTIC REVERSE SILK SCREENED SIGNS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY, RAISED LETTERS, AND BRAILLE, AT ACCESSIBLE TOILET FACIUTIES. C. QUALITY ASSURANCE: 1. REGULATORY REQUIREMENT& 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. 10520 FIRE EXTINGUISHERS AND CABINETS A. SUBMITTALS: PRODUCT UTERATURE, INCLUDING EXTINGUISHER DIMENSIONS. B. EXTINGUISHERS: MULTI- PURPOSE DRY CHEMICAL TYPE HEAVY DUTY DOT STEEL TANK; UL RATING 3A --40B: C, 10 LB CAPACITY, FM APPROVED; RED ENAMEL FINISH; PRESSURE GAGE; METAL VALVES AND SIPHON TUBES. C. FIRE EXTINGUISHER CABINETS: 1. TYPE: POTTER - ROEMER, INC. #7063- DV- VB -RR, LARSEN'S MANUFACTURING COMPANY SS- 2409 -R3, J.L INDUSTRIES #1837V10. 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 FRAME, DOOR; AND INTERIOR. 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. 10800 TOILET ACCESSORIES A. SUBMITTALS: SUBMIT MANUFACTURER'S PRODUCT DATA, INCLUDING DESCRIPTION OF EACH ITEM TO BE SUPPUED AS REQUIRED UNDER PROVISIONS OF SECTION 01330. B. MANUFACTURER: BOBRICK WASHROOM EQUIPMENT COMPANY, UNLESS APPROVED OTHERWISE. C. ACCESSORIES: 1. GRAB BARS (GB): BOBRICK B -6106 SERIES, SIZE AND CONFIGURATION AS INDICATED. 2. PAPER TOWEL DISPENSER (PTD): B -2620; SURFACE MOUNT WITH KNOB LATCH 3. TOILET PAPER DISPENSER (TPD): B -76857 4. DOOR COAT HOOK (DCH): B -682 5. MIRROR: 9-290 24X36. 6. SEAT COVER DISPENSER (SCD): B -221. D. INSTALLATION: SECURE EACH ITEM IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND IN FULL COMPUANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. USE TAMPER -PROOF FASTENERS. 12491 SHADES A. SHADE& E SCREEN ONE OF THE FOLLOWING 1. "E SCREEN 4110 10%, 3001 CHARCOAL /GRIS" BY IRIS WINDOW COVERINGS (888- 533 - 4747X14). 2. "E SCREEN 7510 10%, 0707 PERLE / PERLE" BY IRIS WINDOW COVERINGS (888 - 533 - 4747X14). (ONLY USED UNDER SPECIAL CIRCUMSTANCES.) B. LOCATIONS: AS INDICATED ON THE DRAWINGS: 13900 DESIGN-BUILD FI OTECTION SYSTEM FIRE PROTECTION FIRE PROTECTION SYSTEMS ARE DESIGN /BUILD, AND SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES, AND REQUIREMENTS OF THE LANDLORD. B. SPRINKLER HEADS IN RETAIL SALES, FITTING AND DISPLAY AREA CEIUNGS SHALL BE THE FULLY CONCEALED TYPE, FINISHED TO MATCH THE CEIUNG THEY ARE INSTALLED IN. SPRINKLER HEADS IN THE REMAINDER OF THE STORE SHALL BE EITHER CONCEALED OR SEMI - RECESSED, CHROME FINISH WITH WHITE TRIM. C. FIRE PROTECTION SUBCONTRACTOR SHALL FURNISH STAMPED, SIGNED SHOP DRAWINGS OF THE SPRINKLER SYSTEM PREPARED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE WHERE THE PROJECT IS LOCATED. D. SUBMIT APPROVED SHOP DRAWINGS FOR LOCAL BUILDING DEPARTMENT AND FIRE MARSHAL REVIEW AND APPROVAL, AS SUBMITTAL FOR PERMIT, AS REQUIRED. DIVISION 14 - CONVEYING SYSTEMS NOT USED DIVISION 15 - MECHANICAL REFER TO THE SPECIFICATIONS ON MECHANICAL DRAWINGS DIVISION 16 - ELECTRICAL REFER TO THE SPECIFICATIONS ON ELECTRICAL DRAWINGS. s i ),, o Sr" 4 t mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 9205 REGISTERED ARCHITECT HAEL R. BLACK TATE OF WASHINGTON W a,_ MI a cc - Z "7 w w 0 0 Z 2 la = p N C/) a r N- Issue Date Drawn By AppVd By Revisions Date 9/28/07 A A J5.2.1 VERSION SAR BMD CO CO CO ° d Q D F- I- D r - a a 0 ee re J t F u.l 8/21/07 Description City, Customer Comments C. 0 By 0 •0 r+ MEA 05 -08 -06 5.2.1 Specifications cn In V c•) •0 a e 0 0 N M •0 m RECEiVED A-O04 OCT , 8 2007 PERMIT CENTER 1 ADJACENT TENANT iITA % ii� �r'l SERVICE COORIDOR TYPE "E" BLOCKING TYPE "A" BLOCKING FREEZER TOILET di i m rrii i r r riirrir "� r iriiv� ..��ii �►rr��r�r�'� rii �� /frr �r�������r ��rr���� vrrr� /�,R �-��i� »rr TYPE "F" BLOCKING (E) CONCRETE FOOTING COOLER ELECTRICAL PANELS. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION TOILET 147 SQ. FT. (E) CONCRETE FOOTING TYPE "C" BLOCKING 0 " 3'--.3 1/4" TYPE "B BLOCKING TYPE "A" BLOCKING SERVICE 143 SQ. FT. co TYPE "A" a, BLOCKING w a. TYPE "B" TYPE "B" BLOCKING BLOCKING 19 3/4" (E) STEEL COLUMN CONCRETE CURB SYNSOR SUPPLIED, G.C. INSTALLED 2 A -701 CUSTOMER AREA 436 SQ. FT. ° J — iiiil �i/ i�r `r i r�iiiro�� ��► r iJ /r�ii� i���iiiii�/ �iiirririr�irii .�.%�rri���/�irri`� � r3� lr��iir".Gr�ir� /irr�i 2 CLR 2" CLR TYPE "D" BLOCKING ±14'-3 1 /4" 4' -0 TYPE "D" BLOCKING (E) STEEL COLUMN EXISTING STOREFRONT SYSTEM, DOOR, HARDWARE AND GLAZING TO REMAIN SHEEP NOTES 1) PROVIDE BLOCKING AND BACKING AS DEFINED IN SPECIFICATION SECTION 06100 IN EXISTING WALLS AND NEW PARTITIONS FOR ALL CASEWORK, SHELVING COUNTERTOPS, TOILET ACCESSORIES, AND OWNER SUPPLIED EQUIPMENT SEE 13 /A -802. COORDINATE WITH SHOP DRAWINGS. 2) WHERE EXISTING INSULATION IS REMOVED OR MISSING -PATCH AND REPLACE INSULATION TO MATCH EXISTING CONDITIONS AND MAINTAIN REQUIRED R- VALUES. 3) COORDINATE AND VERIFY ALL DIMENSIONS W/ THOSE INDICATED PRIOR TO INSTALLATION. 4) ALL WALL FINISHES SHALL BE SMOOTH. REMOVE OR RESURFACE TEXTURED WALL SURFACES PRIOR TO APPLYING FINISHES. 5) VERIFY ALL DIMENSIONS AND REPORT DICREPANCIES TO THE ARCHITECT PRIOR TO FRAMING OR PENETRATING SLAB. 6) DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. UNLESS OTHERWISE NOTED. 7) REFER TO A -605, DOOR SCHEDULE FOR DOOR AND FRAME TYPES. 8) ORIENT FLOOR SINKS TO ALIGN W/ ADJACENT PARTITIONS AS SHOWN. 9) REFER TO EQUIPMENT SHEETS FOR INFORMATION REGARDING EQUIPMENT AND EQUIPMENT LAYOUT. 10) ALL EXISTING OR NEW TUBE STEEL OR PIPE COLUMNS IN PUBLIC AREAS TO BE PAINTED AND TO RECEIVE BASE. UON ON PLANS, VERIFY WITH ARCHITECT IF COLUMN CONDITION IS ACCEPTABLE TO REMAIN EXPOSED. SHEEP SYMBOLS CUSTOMER AREA ROOM NAME AND NUMBER WALL /PARTITION TYPE INDICATOR ELEVATION SYMBOL DOOR INDICATOR SEE SHEET A -801 FOR PARTITIONS SEE SHEET A -701 FOR ELEVATIONS SEE SHEET A -605 FOR DOOR SCHEDULE NEW CONSTRUCTION EXISTING TO REMAIN FLOOR SINK FLOOR DRAIN CONCRETE CURB REF: 10/A -804 0/16/07 co N 2 3 4 LEASE LIN ADJACENT TENANT co N- 1 ADJACENT TENANT 65'- -3 1 /2" r. 64' -1 3/4" V.I.F. „ 5 3' -4 ") LOW WALL FCIC /CLADDING FOIC -5 1/2" 4 ler 30 "X48" CLEAR FLOOR SPACE I V \ I M MATAIM AI AF dr Iffr 5' -0 DIA. CLEAR 4 _ A -8 \ I 05 1 I 6 3' -0" TOILET ROOM PLAN 7-11 1/4" 7' -1 1/4" 42" MAX. e / / 30 "X48" CLEAR I FLOOR SPACE I L r 5' -0 DIA. CLEAR 5' -0" DIA. CLEAR SCa4LE1 /2' = L U 54 "X60" CLEAR FLOOR SPACE 8 EXISTING STOREFRONT SYSTEM, DOOR, HARDWARE AND GLAZING TO REMAIN w z J w J 4 10 Issue Date J5.2.2 VERSION It 9205 I a) is 0 in rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED A RCHITECT. HAEL R. BLACK TE OF WASHINGTON W e 40 W dt U A W — Z 7 W W 0 0 m Z D o � V/ Ma C co r Drawn By SAR Appv'd By BM D A -12 co 0 0 co • W Q � J F- /di co 8/21 /07 cc cc N O N- C] w on z I— CD w 0 Revisions Date Description By amity, Customer 9/26/07 Health Comments SAR MEA 06 -08 -06 5.2.2 Floor Plan RECEIVED OCT 1 8 2007 I PERMIT CENTER GYP. BD. 8' -0" AFF P -1B WALK -IN UNIT 4 ABOV RESSOR ., 11.11 II p Nu Po IMO iii P'Llii, 6 M50 _ A BOVE -- PI I I Fp ■ ��� p -,-wff. -,ai-A----- ■-,r---- r ff,...Tor -•=r-=-v -.A. 0- GYP BD. GYP. BD. 7' -0" AFF P -1A AMIN , 401d1b■ MUM EQ • 1 ar d #t o ry ■ N c �_ AC -2 10' - 6" AFF GYP. BD. GYP. BD. COORDINATE INSTALLATION WITH WALK -IN UNIT VENDOR W -2 SEE 7/A805 WALK -IN UNIT COMPRESSOR ABOVE COORDINATE INSTALLATION WITH WALK -IN UNIT VENDOR AS REQ'D) BACK AREA 03 P30 AS REQ'D) GYP. BD. ** IF REQUIRED BY CODE, NON- FREEZING SPRINKLER HEADS WITH WIRE PROTECTION CAGES SHALL BE USED IN WALK -IN BOXES. COORDINATE LOCATIONS WITH WALK -IN VENDOR GYP BD. 8' -0" AFF P -1B TOILET 04 TOILET 04 P29 (AS REQ'D) SERVICE 02 P29 (AS REQ'D) N NO SPEAKERS SHALL BE INSTALLED IN HATCHED AREA BRACING DETAIL OR UNE OF (E) OVERHANG ABOVE • P -1A SUSPENDED PUCK SIGN UNDER SEPARATE PERMIT BY SIGN VENDOR. G.C. SHALL PROVIDE BLOCKING ABOVE CEIUNG FOR FUTURE SIGN. SLOT DIFFUSERS, PAINT TO MATCH SOFFIT, TYP. CUSTOMER AREA 01 UNE OF (E) OVERHANG ABOVE SHEEP NOTES 1) LIGHTING, ELECTRICAL EQUIPMENT, HVAC EQUIPMENT, AND SPRINKLERS ARE TO BE MOUNTED AT POINTS IN ACT AS NOTED IN GRAPHIC BELOW UNLESS OTHERWISE DIMENSIONED ON RCP. 2X4 ACT TILE 2X ACT T E Q Cr 2) CENTER ACT GR D WITHIN EACH ROOM UNLESS OTHERWISE NOTED. 3) INSTALL ACT CEILING SYSTEMS PER DETAIL 4/A -802 4) CONTRACTOR TO REPORT CONFLICT BETWEEN RECESSED LIGHT FIXTURES AND EXISTING ASSEMBLIES PRIOR TO FRAMING SOFFITS. 5) CONTRACTOR SHALL VERIFY AND REAISE EXISTING UTILITIES AND /OR EQUIPMENT FOR NEW CEILING HIEGHT. 6) REFER TO MECHANICAL, ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR DESIGN OF THESE SYSTEMS (DUCT SIZES, CIRCUITING, ETC.) LOCATIONS OF FIXTURES, REGISTERS, SWITCHES, ETC. SHALL BE AS SHOWN ON THE ARCHITECTURAL PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO COMMENCING CONSTRUCTIONS. 7) VERIFY FEILD CONDITIONS AND LOCATIONS OF ALL PLUMBING, STRUCTURAL ELEMENTS AND OTHER APPLICABLE ITEMS. NOTIFY PROJECT MANAGER OF INADEQUATE CLEARANCES FOR CEILING LAYOUT. 8) ALL REGISTERS, SPRINKLER HEADS AND LIGHTING FIXTURES SHALL BE OCCUR WITHIN GRID LINES INCANDESCENT FIXTURES OR OTHER CEILING ELEMENTS SHALL BE LOCATED AT THE CENTER OF ACOUSTICAL TILES UNLESS OTHERWISE NOTED. 9) ALL LIGHTS MUST BE SUSPENDED INDEPENDENT OF CEILING GRID SYSTEM. 10)REFER TO SHEET A -801 FOR SEIMIC BRACING. 11) ONTRACTOR TO FEILD VERIFY LOCATIONS OF ALL EXISTING SPRINKLER LINES AND /OR OTHER OBSTRUCTIONS AND RELOCATE AS REQUIRED TO ACHIEVE SCHEDULED CEILING HEIGHTS, CONTRACTOR SHALL COORDINATE ALL SUCH RELOCATION WORK WITH LANDLORD PRIOR TO COMMENCING WORK. 12)2EFER TO EQUIPMENT SCHEDULE FOR FIRE SPRINKLER TYPES. 13)OR ROOF PENETRATIONS /BURGLAR BARS, SEE ELECTRICAL SHEETS. 14XTERIOR AWNING AREAS WICH EXCEED 4' -0" IN WIDTH WILL REQUIRE FIRE SPRINLKER PROTECTION (SIDEWALL SPRINKLER HEADS SHALL BE USED IN THESE AREAS). 15)ALL BULBS AND LENSE IN FOOD PREP SERVICE AND CUSTOMER AREAS SHALL BE EASILY CLEANABLE AND SHATTERPROOF. 16FOR ELECTRICAL REQUIREMENTS AT SERVICE AREA SOFFIT DETAIL SEE ELECTRICAL 17)IGHT FIXTURES IN WALK -IN REFRIG /FREEZER ARE VAPOR PROOF WITH PROTECTIVE LENS AND SUPPLIED BY WALK -IN MANUFACTURER. 18)NALK -IN UNIT COMPRESSOR SHALL BE LOCATED PER MECHANICAL PLANS. 19 ,GENERAL CONTRACTOR TO COORDINATE LOCATION OF LIGHT FIXTURES WITH OVERHEAD DUCTWORK AND ADJUST LOCATION ACCORDINGLY. 20)IF REQUIRED BY CODE, NON-FREEZING SPRINKLER HEADS WITH WIRE PROTECTION CAGES SHALL BE USED IN WALK -IN BOXES. COORDINATE LOCATIONS WITH WALK -IN VENDOR 21)ANYTIME A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED THAT HAS A MINIMUM OF NOT LESS THAN 1 FOOT CANDLE AT THE FLOOR. AC -2 9' -0" AF CS -3 SHEEP SYMBOLS 0 2 4 CEILING TILE CEILING HEIGHT GRID SYSTEM 2X4 FLUORESCENT LIGHT FIXTURE P -1 ) SEE SHEET A -141 FOR FINISH SCHEDULE SCALE: 1/4" = 1' -0" VINYL CEILING TILE 10 CEILING INDICATOR: SEE A -141 FOR CEILING TILE, GRID, AND FINISH COLOR 1X4 FLUORESCENT LIGHT FIXTURE (SURFACE MOUNT) STRIP FLUORESCENT LIGHT FIXTURE DOWNLIGHT FIXTURE 5" ADJ. DOWNLIGHT 3" ADJ. DOWN LIGHT V V LIGHT TRACK ® EXIT LIGHT FIXTURE U SPEAKERS - BY MUSIC SYSTEM VENDOR 8 n A A 9205 Issue Date W ›- a � a ce 04 LIL Z 7 W w a te ) CO Z v a x o oo O O ` N N Drawn By SAR Appv'd By BM D Revisions Date 9/28/07 J5.2.2 VERSION 1 l rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED A .ITECT HAE R. BLACK ATE OF WASHINGTON 8/21/07 Description City, Customer Comments e By SAR MEA 06 -08 -06 5.2.2 Reflected Ceiling Plan IRECEWED A-131 OCT 18 200 PERMIT CENTER .1"m""r AOr ANIEMPF AlrAGIMAKS7 APArAPAPArAr ArAFAIW IrialTAPIII" Ird/IFAIIIOr MArArArA/Ar ArAIMIA/M/ AFAFA'ArArM 'Arj AP AVIIIIIvAr air mrarAid ,wormwAr Asr 48 AMMO; YAW IF Affir IIPMFIrar AWAIMIKrn ArArljAW 00 MI.1111111111111111111111.11 . 111"1111111111111 1 1 1 411.111173571211:110 1 1 111111 . • ••Irminli. uk..•••••••••••••••••••■•••••••••...A..mn EN IMIIMENNEMENIE NEI 00 00 00 00 00 IWO 0 1 0 ,,,,,, • 00 • 1111•11=•11111111•21111=•••••1112KOMMININI IMMIIIIIIIIIMINIMIII•111116;MINIIIMIll • MN IMMIIIIMIIMIMIli NINE ME 11••••••••=1,111••••1111111•■••••••••••11111111111•••••••11 IIIIMENIIII•11111 ••••■72=1•=111111••••11111111ZIAMIIIIMII•1=••••■•••••11111•••••••••1 II MIN•111111•••• IMINNE161AMIN 111111•••••=1111111WilillIMME=MINEMEN•1111111111111111•••••111111111 IMINIEMIIIIIM 1• 111•11MMINIIMIIIIMMINEr ---- --- -'_••._....•__.....•... •••.. __ •_.....•••.I =NNW IMPIENIS EMEIMMIIIIIM IMPIRMIIIMEI IMMIMIN I MERMEN NOWMPALRUNI=EM IIMMIIIIMMEMINE d, ENIMIIIMMIIMMI WAIIMMEM•11 simmimmi imminuIr immicatmea. NU limmimmunow $ Nommommum Eir745iMINIIMI MEMP-7= IMIMMIIIIIL&INEM111••••MIPARIMMEMEIIMINIalk $0 •••••••■•111 IlliarAMENIN MEW IMENEWIMME1111111111••••=ffia•••11111111111gMit 0 •••••••••11 IMEIMIIIIMEN lllll ••••MMIIMMIIMME11111ML-L 00 04 1 nal ME linam MINIEra IMMIIII'11111111111Em Il NEI 1111.1.1. •••••••••■=11111E111• MIRIMIIIIIIIIM•••••••••••T I LE NE m mummummilimIslommommmoommomm • NEENNENNENNEN mommummommommorP Er mom romminirmil Enam-Ama 111111111•••■••■•N 111111••••••=11MI .....w••■••••........ Immo mum. •millP.P.19§§•1111•1 IIIMINIIMIENNI11111•••••••• 1111171 MIME. " Ilimmilmmmm ' I ■ . 1 /MmEL-1*-Inimmg MIENIMIN ME1111MMINEMEN11111111••• 1.11111 I 0 &w = Awma "" ra ' 4,,w--r-ar-r----AR- A: A PWFM . 4 r A I I '' '''%%$• j F. A wi r r A rW A I rW AW l I F A 1 Mr= Ig ra I 5 I WA I rA F X/ A r A Pr = Affill Op MN a MMIII.WAY.7 • Aps r,4 EMU Mitin 1 MENLIMEEN 1 • 0 AMMI AI AMR ■mollr Mr•5•5•5ffir A•rAw410110PM/ AUF E PREFABRICATED COMBINATION WALK—IN COOLER/FREEZER BY VENDOR. FLOORLESS COOLER SECTION & 4" INSULATED INTEGRAL FLOOR WITH 1"X36" NON—SLIP TAPE AT 12" O.C. IN E FREEZER SECTION. 6" HIGH STAINLESS STEEL BASE WITH 3/8" RADIUS COVE INSIDE AND OUT. ( G.C. TO COORDINATE SEQUENCE OF EPDXY FLOORING INSTALLATION AND EQUIPMENT INSTALLATION CODE AC-1 AC-2 AC-3 AC-4 B-1A 8-2 B —2A B-3 CS-1 F — 1A F-2 GR — 1 GR —2 P-1A PAINT P— 1B PAINT P-4 PAINT P-5 PAINT W-2 W-3 W-6 WD 1 1 FINISH SCHEDULE MATERIAL ACCOUSTICAL CEILING TILE ACCOUSTICAL CEILING TILE ACCOUSTICAL CEILING TILE GYP. BD. CEILING PORCELAIN STONE WOOD TRIM COVE BASE TILE STAINLESS BASE CEILING SUSPENSION SYSTEM PORCELAIN STONE CUSTOMER TILE GROUT GROUT PC-1 BRUSHED STAINLESS STEEL FIBERGLASS REINFORCED PANEL CERAMIC TILE WOOD WAINSCOAT WOOD VENEER MANUFACTURER USG INTERIORS USG INTERIORS USG INTERIORS CUSTOM MILWORK 2 CROSSVILLE CERAMICS CROSSVILLE CERAMICS WALK—IN UNIT VENDOR USG INTERIORS CROSSVILLE CERAMICS CROSSVILLE CERAMICS MAPEI MAPEI BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE SYNSOR CORPORATION KEM LITE DAL—TILE CUSTOM MILWORK MILLWORK VENDOR MODEL CLIMA PLUS #97221 CLIMA PLUS #3260 CLIMA PLUS #3270 CROSS COLORS SERIES SOLID MAPLE EMPIRE SERIES DX 15/16" SUSP. SYS. CROSS COLORS SERIES EMPIRE SERIES 400 SERIES KERAPDXY KERACOLOR U—UNSANDED EGGSHELL VINYL LATEX ENAMEL SEMI—GLOSS LATEX ENAMEL SEMI—GLOSS LATEX ENAMEL SEMI—GLOSS LATEX ENAMEL 304 CLEAR MAPLE PLAIN SLICED MAPLE uJ L/1 4- L.L. w LJ w • • • • • • • • • • • • • • • • • G.C. LU • • • • • • • • • • • • • • • • • • • • • • 3 OWNER • • • • • 1.1_1 FLOOR: CF F-2 ) BASE: ( F B-2A ) WALL: (F W-3 ) TYPICAL THROUGHOUT TOILET ROOM UNLESS OTHERWISE NOTED WHITE / ACOUSTICAL WHITE / VINYL FACED WHITE / VINYL FACED SEE RCP A850 GRAPHITE UNPOLISHED SHEEN (UPS). CLEAR FINISH VS86 BLACK SWAN UP (unpolished) WHITE A850 GRAPHITE COLOR FLOOR: (F F-1A BASE: (F B-1A ) WALL: ( F W-2 ) VS86 BLACK SWAN UP (unpolished) #47 CHARCOAL #00 WHITE #127 EGGSHELL #127 SEMI—GLOSS #02 SUPERWHITE SEMI—GLOSS #315 OXFORD GOLD SEMI—GLOSS #4 FINISH 1 0739 MATTE CRISP LINEN CLEAR FINISH CLEAR FINISH 4 TYPICAL THROUGHOUT BACK AREA UNLESS OTHERWISE NOTED MODULE 24" X 24" 24" X 24" 24" X 48" 5/8" 6" X 8" 3/4" X 5 1/2" 6" X 14" 5" W/ 3/8"COVE 15/ 16 " 8" X 8" 14" X 14" 3/ 1 6 " 3/ 1 6 " 4" X 4" LOCATION CUSTOMER "HALCYION CLIMA PLUS" SERVICE "SHEETROCK BRAND CLIMA PLUS VINYL" BACK FLOOR WALL REMARKS 5 "SHEETROCK BRAND CLIMA PLUS VINYL" MIN. 3/8" RADIUS COVE. VIN. 3/8" COVE" `StraS — TILE MUST BE BEFORE STAINLESS STEEL BASE. ) / MARTHA VEGA 925-376-7579 NO SUBSTITUTIONS ALLOWED NO SUBSTITUTIONS ALLOWED NO SUBSTITUTIONS ALLOWED NO SUBSTITUTIONS ALLOWED W/ GROUT GR-2 FLOOR: (F F-1AD BASE: (j:- B-1A ) WALL: CF W-2 ) TYPICAL THROUGHOUT SERVICE AREA UNLESS OTHERWISE NOTED 6 CONTACT INFORMATION 1 TILE SEALANT DELETED TILE SEALANT DELETED RICK PURVIS 1-888-300-4422 #2049 RICK PURVIS 1-888-300-4422 #2049 - TILE SEALANT DELETED SEE A-000 1 MARLA COMES 1-800-435-0080 ( L.... ROBERT MOSBLECH 1-650-954-5636 SEE A-000 7 0 THRESHOLD TO BE FULL WIDTH OF STOREFRONT FRAMING. NO TILES LESS THAN 1/2" TILE WIDTH ALLOWED AT ENTRANCE DOORS 8 FLOOR: (F F-2 ) BASE: (r B-2 ) WALL: ( Fl P-1A ) (F W-6 ) TYPICAL THROUGHOUT CUSTOMER AREA UNLESS OTHERWISE NOTED THRESHOLD TO BE FULL WIDTH OF STOREFRONT FRAMING. NO TILES LESS THAN 1/2" TILE WIDTH ALLOWED AT ENTRANCE DOORS ' Jk ; 9 10 SHEET NOTES 1) COORDINATE AND VERIFY ALL WALL FINISHES WITH INTERIOR ELEVATIONS AND SCHEDULE. 2) GENERAL CONTRACTOR TO NOTIFY OWNER OF ANY OCCURANCES WHERE ENTRANCE OR EXIT DOOR TRANSITIONS DO NOT MEET THE REQUIREMENTS OF DETAIL 98/A-804 OR 2/A-804. 3) INSTALLED FLOOR FINISHES SHALL BE PROTECTED DURING CONSTRUCTION. DAMAGED FLOOR FINISHES SHALL BE REPLACED AT NO ADDITIONAL COST TO OWNER. FINISH SCHEDULE NOTES 4) GENERAL CONTRACTOR SHALL CORRECT SUBSTRATE WHENEVER GREATER THAN 1/8" GAP OCCURS BETWEEN FINISH MATERIAL AND SUBSTRATE. HEALTH NOTES ) ALL CERAMIC WALL TILES IN FOOD—RELATED AREAS MUST BE SMOOTH, EASILY CLEANABLE AND LIGHT IN COLOR. 6) WALLS AND CEILINGS AT FOOD—RELATED AREAS SHALL BE DURABLE, SMOOTH, NON—ABSORBENT, WASHABLE AND LIGHT COLORED (MINIMUM LIGHT REFLECTANCE VALUE OF 707.). SHEET SYMBOLS ( F PL-1 ) SEE SHEET A-141 FOR FINISH SCHEDULE FINISH INDICATOR [x] FLOOR SINKS FLOOR DRAIN SCALE: 1/4" = 1'-0" CONCRETE CURB REF: 10/A-804 8 A Issue Date Revisions Date )) Drawn By SAR Appv'd By BM D 9/28/07 J5.2.2 VERSION rrrb MICHAEL R. BLACK, AIA 31 00 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 9205 REGISTERED R HITECT HAEL R. BLACK STATE OF WASHINGTON IX 0_ 0 ui a ce co C.) w 1 _ cr) z2< jjW w ct I— 0 LU - r - - co Z < H 2 4 0 0 • (r) • Q O L in CO CO —1 0 re 0 0 - 0 re 8/21 /07 Description City, Customer Comments LLI 0 0 cI By 0 0 X 0 06-08-06 5.2_2 Finish Plan 0 MEA SAR RECEIVED A-141 OCT 1 8 2007 PERMIT CENT& SPLASH GUARD TO BE PROVIDED BY STAINLESS VENDOR :1111111111111f1"""91111110 A »» C - 1 p II • -. HD6 .HD7 . ! ����� Y 24r' 7 E5 I � Hob it ' • P1 8 op P19 i J UIN. WALK —IN COOLER /FREEZER PANEL SPECIFICATIONS (N.S.F. APPROVED) INSULATION: 4" THICK FOAMED —IN —PLACE "FIP" (CA.: 5" THICK FIP PANELS AT FREEZER ONLY) URETHANE CONFORMING TO A.S.T.M. E- 84 -77A SPECS, AND HAVING A FLAME SPREAD OF 25 OR LESS FOR EACH PANEL. FLOOR: 4" PRFABRICATED FLOOR (FREEZER ONLY) WITH SMOOTH FINISH ALUMINUM WITH NON —SKID STRIPS FINISHES: STUCCO EMBOSSED GALVANIZED STEEL (COOLER /fREEZER INT. & EXT. WALL, CEILINGS & FLOOR) SEE ELECTRICAL DRAWINGS FOR LAYOUT 8 1 -2 11 N N N N • • r 1 0 SHEEP NOTES 1) GENERAL CONTRACTOR SHALL TAKE DELIVERY OF ALL STORE EQUIPMENT ON DATES SCHEDULED BY OWNER. 2) GENERAL CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DAMAGED OR MISSING ITEMS IN SHIPMENTS WITHIN 24 HOURS OF DELIVERY. ITEMS DETERMINED MISSING OR DAMAGED AFTER 24 HOURS FRQ6 DELIVERY SHALL BE REPLACED AT GENERAL CONTRACTOR S EXPENSE. 3) ALL EQUIPMENT SHALL BE INSTALLED AND TESTED FOR OPERATION PRIOR TO STORE PUNCHLIST BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR TO NOTIFY OWNER S REPRESENTATIVE OF EQUIPMENT NOT OPERATIONAL. 4) GENERAL TIONS CONTRACTOR PROVIDED BEQUIPMENT ALL FINAL ELECTRICAL, PLUMBING AND COMMUNICATION. 5) DERIV QUANTIITY S OWN 6) ELECTRICAL CONTRACTOR SHALL PROVIDE MAG. STARTERS. O OVE DISCONNECT OSWITCHES O WHERE INTERLOCKS 7) PLUMBING CONTRACTOR SHALL PROVIDE STOP VALVES AHED OF ALL OPERATING HANDLES AND FAUCETS. 8) SEE EQUIPMENT PLUMBING AND ELECTRICAL ROUGH —IN DRAWINGS FOR ADDITIONAL INFORMATION. 9) PROVIDEDP SUPPLY TO ALL EQUIPMENT S rOR S SUPPLYY E BY THE PLUMBING CONTRACTOR. 10)ALL WALK —IN BOX COILS REQUIRE CONNECTIONS TO SOLENOID. ALL CONNECTIONS TO THE REMOTE COMPRESSOR TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 11) SIX C I ABOVE THE WHEN LEVEL RIM ( WITH N OF SHUT OFF DEVICES BEYOND THE DISCHARGE OF THE VACUUM BREAKER. 12)WALL BLOCKING PROVDED BY GENERAL CONTRACTOR. 13)BACK SPLASHES CLEF CLEAR SILICONE EQUIPMENT ULK IN BE SEALED TO T WORKMAN LIKE MANNER. 14)GENERAL CONTRACTOR SHALL CONFIRM AND COORDINATE ALL UTILITY AND HVAC PENETRATIONS THROUGH ROOF. CONTRACTOR TO VERIFY WITH LANDLOARD WARRANTY REQUIREMENTS. 15)PROVIDE FLASHING AT ALL V RT,1CAL JOINTS BETWEEN WALL AND WALK —IN UNITS WITH 3 X3 CONTINUOUS STAINLESS STELL CLOSURE STRIPS. 16)CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS PER LOCAL FIRE MARSHAL REQUIREMENTS. PROVIDE A MINIMUM OF ONE 2 —A10BC EXTINGUISHER NOT TO EXCEED 75 FEET TRAVEL DISTANCE FROM ANY POINT IN THE BUILDING. 17)GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR CASEWORK WOTH CASEWORK VENDOR AND REPORT DISCREPANCIES OR CONFLICTS IMMEDIATELY TO ARCHIETCT. 18)SEE PLUMBING DRAWINGS FOR FLOOR SINK AND SLAB PENETRATION LOCATIONS. HEALTH NOTES 1) ALL FOOD SERVICE EQUIPMENT, FABRICATED ITEMS, AND THEIR INSTALLATION SHALL, NATIONAL SANITATION FOUNDATION (N.S.F.) REQUIREMENTS. 2) SEALED W ENT. USE ALUMINUM COLOR AT STAINLESS STEEL AND CLEAR AT ALL OTHERS. 3) ALL SINKS IN THE(( FOOD FACILITY M ST BE PROVIDED RUNNING ER UNDER 1 PRES5 RE NDW WILL A PREMIXING FAUCET CAPABLE OF SUPPLYING WARM WATER FOR A MINIMUM OF 10 SECONDS. 4) A HAND SINK IS PROVIDED IN EACH FOOD PREPARATION AREA WITH SINGLE SERVICE TOWEL AND SOAP DISPENSER. 5) A MOP SINK IS PROVIDED COMPLETE WITH BUILT —IN VACUUM BREAKER FAUCET. 6) 3— COMPARTMENT SINKS ARE PROVIDED WITH MIXING VALVE FAUCETS CAPABLE OF REACHING EACH COMPARTMENT. 7) A MIN. OF 50 FOOT CANDLES -(215 LUX) OF LIGHT MEASURED 30" OFF THE FLOOR IS PROVIDED IN All AR WHERE' PACKAGING AND PROCESSING 8) MEASURED 30" FOOT F THE FLOOR IN FOOD STORAGE AND UTENSIL STORAGE ROOMS. 9) A MIN. OF 20 FOOT CANDLES 108 LUX OF LIGHT, MEASURED 30" OFF THE FLOOR IS PROVIDED IN TOILET & DRESSING ROOMS AND IN ALL AREAS DURING GENERAL CLEANUP ACTIVITIES. 10)ALL SHELVING OVER WET AREAS (SINKS, MOP SINKS, ETC.) WILL BE STAINLESS STEEL. 11)SHATTER SHIELDS OR SHATTERPROOF LIGHT BULBS TO BE PROVIDED FOR ALL LIGHTS ABOVE FOOD PREPARATION, WORK, AND STORAGE AREAS. 12)FDOD FACILITY IS 100% SINGLE SERVICE. ALL UTENSILS AND SERVING WARE ARE DISPOSABLE. 13)ALL CONCEALED WITHIN ITHE' AND GAS STRUCTURE A GREAT EXTENT AS POSSIBLE. 14)FLOOR SINKS UNDER EQUIPMENT SHALL BE EASILY ACCESSIBLE FOR CLEANING AND SERVICING. 15) EQUIPMENT, AND TO BE AYS LIGHT ONLY. 16)REFER TO FINISH PLAN ON SHEET A -141 FOR ALL FINISHES IN THIS AREA. 17)ALL EQUIPMENT SHALL BE ON 6" NSF APPROVED CUR / H3/8 " RADIUS SYNTHETIC CASTERS, OR SHEEP SYMBOLS { X \ SEE SHEET A -603 & A -604 FOR EQUIPMENT SCHEDULE EQUIPMENT INDICATOR SCALE: 1/4" = 1' —O" 2 4 8 D A\ n n A A Issue Date Revisions Date 9205 9/28/07 J5.2.1 VERSION • Drawn By ds Appv'd By B M D i 1 0 rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED A CHITECT h� CHAEL R. BLACK STATE OF WASHINGTON! CO CO CO O Q J F- 8/21 /07 Description City, Customer HealthComments ce W z I- 0 0 Lu 0 0 By SAR MEA 05 -08 -06 5.2.1 Equipment/ Fixture RECEivEe Plan OCT ieTOm A-151 PERMIT CENT rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 9205 IC H Iu STATE REGISTERED CHITECT A F2. BLACK OF WASHINGTON To.1106surif■AAL _ DESIGN GROUP JAMBA JUICE SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY SUITE 104 TUKWILA, WA 98188 PROJECT NUMBER: 070288 Issue Date 8/21 /07 L Drawn By SAR Appv'd By BM D Revisions A\ Date 9/28/07 Description City, LL Comments By 5AR A A A n n J5 02 -14 -06 VERSION 5.2.0 Exterior Elevations 1 GRAPHIC WALLPAPER BY ADCOLOR. ON DROP DOWN SOFFIT BEYOND WINDOW. 006 STORE ADDRESS LABEL 2 LEASE LINE X01 EXTERIOR SIGNAGE UNDER SEPARATE PERMIT P 3 20" VINYL LOGO EXISTING STOREFRONT DOORS AND GLAZING SYSTEM TO REMAIN 1/4' 7 WEST ELEVATION PUCK SIGN BY SIGN VENDOR UNDER SEPARATE PERMIT, G.C. SHALL PROVIDE BLOCKING ABOVE FOR FUTURE SIGN. LEASE LINE 4 EXISTING FINISHES TO REMAIN I l INTERNATIONAL SIGN OF ACCESSIBILITY PER CODE AND LANDLORD STANDARDS SEE 7 A -3 /A -605 5 EXISTING FROSTED GLASS TO REMAIN GRAPHIC WALLPAPER BY ADCOLOR. ON DROP DOWN SOFFIT BEYOND WINDOW. 6 7 ITI LEASE LINE //A 1/4' EXISTING FINISHES TO REMAIN 8 Iii ■i•i i 111��� ■� ■���■ IN ■�� w A/I G04 20" VINYL LOGO EXISTING STOREFRONT DOORS AND GLAZING SYSTEM TO REMAIN SOUTH ELEVATION IIIIIIIIIIIIIII 6. 9 IITI 10 EXISTING FROSTED GLASS TO REMAIN ri P) RECEIVED A -201 OCT , 8 200' PERMIT CENTER I 1 2 3 4 5 6 7 8 9 10 P E p.: C B A EQUIPMENT SCHEDULE • a •� a ))) Is a r it •,-) CODE EQUIPMENT NAME MANUFACTURER MODEL QUANTITY VOLT /PH AMP OUTLET GAS CW HW FCW VENT DW IW HP WIDTH /DEPTH /HEIGHT NOTE: QUANTITIES ARE PROVIDED AS A FIELD REFERENCE ONLY. VENDOR IS RESPONSIBLE FOR VERIFYING QUANTITIES REMARKS AS SHOWN ON A -151 AND NOTIFYING OWNER OF ANY DISCREPANCIES. FU R N IS H EI I FURNISHED FOOD SERVICE EQUIPMENT FMC C orNorruI 1 II i N ' JLAU LC • • — 11 20 E01 Multi Fruit Juicer (Freestandir y) E02 4x Concentrate Dispenser IMI Cornelius - Wilshire IMIC45400057 w/ portion contrDl • • 2 120/1 9.43 3/8" 3/4" 19 x27.25 "x34.5" Connect to filtered water and supply, PRV in- -line. Provide 4" rear clearence. • .:. . • :. . :' . 110/1 E04 Orange Juice Dispenser Grindmaster Crathco 15-4A w/ Agitator • • 2 120/1 3.3/396 9 -3/4 "x15 "x27 -5/16" E05 Dip Box Cabinet Nelson BD8SH 1 -3RE • • 1 115/1 9/1035 5 -15R 54 "x31- 1 /4 "x36" 18" outlet height -NEMA 5 -15P and cord on equipment. E06 Blender w /Plexiglass Cover Vita -mix VM0116A • • 5 120/1 11.2 Dedicated circuit for each blender. Single outlet receptacles. Cutout & Vent per manufacturer. rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 E07 Wheat Grass Juicer Machine Sundance Wheetena #3002 • • 1 120/1 6.7/771 5 -20R E08 Carrot Juicer Machine Nutrifaster N-450 • • 1 110/1 15/1056 DIA. 12" / 18 -1/2" S�,eedaire T -2011f • • - 115/1 20 3.4 1G "x1G "x20" (51 lb o.) ers on top of walk -in. Provide 12" cleuru��ce all �idC�. Dedicated duplex receptacles above w.,lk i�� bux. E09 Dag in Box Compressor Danner Bevero Systems DF 55Df M udel G0823 1 15/1 30 .5 JP E1-0050 Co IN. /G0408Motor /GOG01 f urn Mou t u sleepers on top of walk -in. Provide 8" ulcrr ice ull Eiden. Dedicated duplex receptacles above walk i i box. E10 Bag in Qux Gl Chiller • • 220 30.0 5 15R 23 1/2A23.75x67" C12 Ventless Washer /Dryer ASKO : E13 Pastry Case Structural Concepts HOU3852R- 756 -58 • • 1 120/1 15.4 40 "x41 "x52 -1/2" EL Listed & Approved. E15 2 -Door Refrigrator (Undercounter) Delfield DEFUC4048CA • • 1 115/1 5.0 5 -15R E17 Toaster Holman RCS- 2 -600H • • 1 208 13.7 6 -20P 14.6 "Hx15.2 "Wx22.8 "D Cu tu 1 120/1 20 5 20R 1/2" see Mf C ut Sheets ..' " + • 110 Beverage /Pump Rack Lasybar _ . _r _ _ _ _; _ _ - - - "x28 "x35" • I ; • LI SS(R /L) • • - 115/1 5.1 5 -15R 36 Cord /NEMA 5 15P on equipment. w/ 6" Legs. 9205 -- . REGISTERED ; R HITECT E20 Single Door Refrigrator ( Undercounter) Delfield 406 -CA • • 1 115/1 5.0 5 -15R 27.25 "x27.75 "x33.25" Cord /NEMA 5 -15P on equipment. w/ 3.5" Casters E22 Walk -In Cooler Box w /Comp. Thermalrite Custom Prefab • 1 120/208/1 3450 J -BOX 3/4" See Sheet A -151 G.C. shall seal all walls behind and adjacent to walk -in boxes. E23 Walk -In Freezer Box w /Comp. Thermalrite Custom Prefab • 1 120/208/ 29.0/6032 J -BOX 3/4" See Sheet A -151 G.C. shall seal all walls behind and adjacent to walk -in boxes. E30 Ice Machine (Flaker) and Bin Scotsman FME 804-A5-1B w/ BH 3605 • • 1 115/1 19.5 1/2" 3/4" 21"x24"x27" Connect to filtered water supply & provide w/ 20A fused disconnect. E31 Washer /Dryer Machine (Gas) Whirlpool WHRL LTG6234DQ • • 1 120/1 1/2" 1/2" 1 -1/2 2" 33 -1/2 "x32- 1 /2 "x72 -3/4" Gas Line Conn. 38 -41" AFF. Provide w/ Side Exhaust Outlet #3391335 © +36" AFF. E32 Wos Machine Whirlpool WIIRL LTEC234DQ • • - 120/1 30 1/2" 1/2" 1 -1/2 2" 33 -1/2 "x39 1/2 "x72 3/4" Electric ICH AEL R. BLACK STATE OF WASHINGTON $ - al r /Dryer (Electric) E37 - " - InterMctro A2148NC • • 21 "x48 "x72" Chrome Finish i" i y • ea'. - y' • E42 24 "x36" Dry Storage Shelving InterMetro A2436NC • • 3 24 "x36 "x72" Chrome Finish E43 24 "x48" Dry Storage Shelving InterMetro A2448NC • • 4 24 "x48 "x72" Chrome Finish [44 24 "xG0" Dr storage Shelving }C • • - 24" XGO "A72" Chrome Finish InterMeti o E48 18 "x60" Cold Storage Shelving InterMetro A1860NK2 • • 1 18 "x60 "x72" Metroseal finish E54 24 "x36" Cold Storage Shelving InterMetro A2436NK2 • • 9 24 "x36 "x72" Metroseal finish . E55 24 "x48" Cold Storage Shelving InterMetro A2448NK2 • • 1 24 "x48 "x72" Metroseal finish "xGO "x72" terMetro A24CONK2 • • 24 Metroseal fiirish E57 21"x36" Dunnage Rack Cambro DR360 • • 1 24 "x36 "x12" "x48" IrilerMelru 1WD24C - 24 "x48" Clirurne Firii E58 24 Dry Slur. Sire lviriy -WuIl Muunt E59 Citrus Juicer Machine (Countertop) FMC Corporation F6002000 • • 1 120/1 20 18 "x22 "x61 -3/8" 18" outlet height. AP IGN ..G • . -." .. - • EC1 Air Currerrn Mars 72CI t Reference Mechanical and Electrical Drawings CG2 Steamer Astra STA 4000 • • - 208/1 23 1 /2" 13 "X20.5 "X20" FURNISHINGS AND GRAPHICS F01 Market Umbrella Vendor • • 4 F02 Plant Dracaena or Sanseveria • • 3G" 40" height - . • . .. • • :. . F05 Table (Interior) w/ Base MTS #360 -30RD - Ricardo • • 1 Gp1 Wlsnrt Lam W1 Nat 1522 -2 Base, Silvermoon Custom Powdercoat (SMC) 22" Base casting w/ 2" col. F06 Chair (Interior) MTS #189 -JJ- Toledo • • 6 Silvermoon Custom Powdercoat SMC - . 3u" peat Height 24" Seat Height Butyrate glides use with ADA stand -up counter, Butyrate glides -_. W Cg Q O. CO W a O � v W CD �- M Cg Z a < 7 LV W Q F O W w m "Z' J ~ < w 1 - D Q = 0 ' U) ri M .= C I— Cy CA op co cv N. ° IX W m Z W O 0 a - FO7A Customer Barstool (ADA height) MTS #159 -24 • • 3 F08 Chair (Exterior) Wrought Iron #200342 - Brentwood • • 10 F09 File Cabinet (Two-Drawer) • • 1 ' F10 Lockers Kmax EL615 • • 2 10 "x15 "x78" each - E F12 Desk Chair (Office) • • 1 _ . -- .. r F13 Table (Exterior) • • 3 5 Fl 3A Table (Exterior, ADA) • • 1 - _�_ ---- --�—�� y Fl 5A Table (Interior, ADA) w/ Base MTS #360 -42RD - Ricardo • • 1 ' w GO1 Interior Jamba Juice Logo (Small) AdColor • • 1 7' `_._'' F ") 003 SiictLeyuurd Vinyl Luyu (15 AJCulur • • 004 Door Vinyl Logo (20 ") AdColor • • 3 20" wide GO6 Store Address Label G.C. •• 1 • • — 1'lvvidc p i local requirements. G07 Whirl J urril.ici 5 in TOILET FIXTURES H - H01 O —wuy V iewer (Peep Hale) IVES #- Q2� Wall Mirror (18" x 30 ") Bobrick B165 -1830 • • 2 i H03 Soap Dispenser Colgate- Palmolive 01946 • • 4 G.C. to install at each handsink H04 Hand Sanitizer Dispenser Colgate- Palmolive 01946 • • 2 G.C. to install at each handsink H05 Paper Towel Disp. Bobrick B262 • • 4 '16 oile issue Dispenser Dou.le Bobrick B -27460 • • 2 Surface- Mounted H07 Toilet Seat Cover Dispenser Bobrick B -221 • • 2 15- 3/4 "x2 "x11" H08 Handicapped Grab Bar (36" long) Bobrick 0- 6806 -36 • • 2 1 -1/2" dia. x 36 "L H09 Handicapped Grab Bar (48" long) Bobrick 8- 6806 -48 • • 2 1 -1/2" dia. x 481 H 10 Mop Hanger Florestane , • • 1 - Issue Date H 1 l Restroom Sign Trimco • • 2 8/21 /07 Drawn By 5AR H12 Handicap Restroam Sign Trimco • • 2 H13 International Sign of Accessibility Sticke G.C. • • 2 Appv'd By B M D LIGHTING Revisions n Q Date 9/28/07 Description Health Comments By SAR 1_01 6" Recessed CFL Down Light Coordinate with Lighting Schedule L02 5" Recessed Down Light Coordinate with Lighting Schedule L03 5" Recessed Down Light L04 Recessed Flood Light - °: :. LO5 LO6B LO7 5 Recessed Down Light 2 x4' Recessed 1x4 Surface Mounted Light Gimbal Ring Track Head PAR30 Coordinate with Lighting Schedule Coordinate with Lighting 9 9 Schedule Coordinate with Lighting Schedule Coordinate with Lighting Schedule _- _ . % : / ' \ i / = • `• t _ -- LO7B Track Light Track Coordinate with Lighting Schedule r= -. - J5.2.3 06 - 26 - 07 VERSION 5 - 2 - 3 Schedules: •, Fixtures, Equipment A-603 RECEIVED L08 Strip Light Coordinate with Lighting Schedule L17 LED Exit Light Coordinate with Lighting Schedule L18 Emergency Coordinate with Lighting Schedule L20 Delivery (Exterior) Coordinate with Lighting Schedule OCT 1 8 2007 9205 _ ............ .... . ..... REGISTERED • • VHITECT �' ,ICHAEL R BLACK STATE OF W'ASHINGTO? `1 .7g•e1 r !Pr 4 D ESIGN GROUP I JAMBA JUICE SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY SUITE 104 T U KW I L A, WA 98188 PROJECT NUMBER: 070288 = Issue Date 8/21 /Q7 Drawn By SAR AppVd By B M D Revisions Date 9/28/07 Description City Health, Cust. Comments By SAR, ME' A -n J5.2.3 06 -26 -07 VERSION 5.2.3 Schedules. . Fixtures, Equipment CODE MILLWORK r ;: 60" Stand —Up Counter Custom Millwork Custom Millwork Custom Millwork I. I T i• I 11 1 3 2 RIBILMIEF .� r iiminmiLitimmilawaimammommi mom 149 -1/2 "x32 "x1 -1/2" Sheet X —XXX for Dimensions 1 I ■ • • P . " • - - .I ^• I • I • • I I . - • M03 Radius Ceiling Soffit MO MO6A M21 M27 - M28 M36 M46 M47 M50 M54 M55 M56 M57 M61 M81 Double Produce Crate PLUMBING P01 P02 P03 PO4 P05 PO5C P10 P13 P15 P17 P18 P19 P20 P21 P22 P23 P24 P28 P29 P30 STAINLESS STEEL SO1 5018 S05 508 514 538 S41 544 547 S48 S49 550 S51 552 554 S55 557 559 560 S61 S63 S66 S80 S81 585 S92 599 r .J I UL S101 3102 1 EQUIPMENT SCHEDULE 72" Stand —Up Counter (ADA) Menu Board Soffit 18" Glass /Post Sneezequard Produce Crate 32" 8 —Panel Menu Board Manager's Desk w/ shelves Poster Board (Wall / Window) Bathroom Cabinet Info. Pnl. 0 Double POS Base EQUIPMENT NAME POS w/ Impulse Base March. Pnl. Community Panel Water Closet (Restroom) Hand Lavatory ( Restroom) Hand Lavatory (Wall — Mounted) Janitor Sink Water Heater Water Heater (California) utel i ieotel — Li ecrl Water Filter (Large) rc R insc Spraye Swing —Type Faucet Countersink Faucet Detergent Dispenser Lavatory Faucet Wall mount Handsink Faucet Janitor Sink Faucet '1X8 Floor Sink 3" waste Z rn 12X12 Floor Sink 2" waste 12X12 Floor Sink 3" waste Pre —Rinse w/ Add —On Faucet Trap Primer Fire Sprinkler Head (Customer /Prep) Fire Sprinkler Head (Back of House) 84" 4 —Comp Sink w/ Back /End Splashes Custom Stainless 112" 1 Camp Sink w/ Back /End Splashes Custom Stainless 66" Shelf (Above 84" Sink) P05 Printer Shelf Dipper Well /Faucet ronuce roc P05 Top ,s fray Under Counter Lid Bin Integral Prep Sink 19" Bumper Guard 30" Bumper Guard Blender Counter 24 oz. Cup Dispenser 32 oz. Cup Dispenser Ice Bin Juice Station Produce Bin w/ Drain Keypad Mounts Cable Box uUal ulI Stainless Steel Table Corner Guard (90' Angle) 54" Bumper Guard (3 1/2" Deep Blender Shelf — Counter top Vertical Napkin Dispenser Cup Lid Holder Wheatgrass Cup Dispensers Boost Bins — Counter top Blender /Lid Platform Corner Guard (Wall Cap) Double Produce Crate Bracket 2 MANUFACTURER Custom Millwork Custom Millwork Custom Millwork Custom Millwork Custom Millwork Custom Millwork Custom Millwork Custom Millwork u Custom Millwork Custom Millwork American Standard American Standard Advance Tabco Florestone Bradford —White Bradford Whito Everpure Fisher Fisher Colgate — Palmolive / AJAX Chicago Advance Taboo Fisher Zurn Zurn Fisher Precision Plumbing Prod. Reliable Reliable Custom Stainless a Y • • • I. a • Custom Stainless Fisher 1 Custom Stainless Custom Stainless Custom Stainless Custom Stainless Custom Stainless Custom Stainless Custom Stainless Custom Stainless Velter Products Velter Products Custom Stainless Custom Stainless Numeridex Custom Stainless Custom Stainless Custom Stainless San Jamar Custom Stainless Cestoe - 5#ei-nleas Custom Stainless Tellermote Custom Stainless U L UIfl SLUlll U Custom Stainless UStUl II JtUIIll t&J 2168.100 /Color: White 0356.421 /Color: White 7 —PS -60 w /K4 72 Faucet Hole MODEL 40— TERRAllO -24X36 75T- 806 -3N WPD9328 -05 'Triple w/ Alarm #13269 #3526 7927 2200 -4 K -59 #8253 Z 193 Z- 1900 -2NH Z -1900 —3NH # 13382 / 2901 -14 P -2 33° MODEL Cl, Concealed, White G, Semi— recessed, White w/ Fisher #22209 Rotary Waste w/ Fisher #22209 Rotary Wu 3041 (Combinotion ESC -35LS ESC -40LS CMND -1V C2010C TX114 3 w a (n Z b- G C. • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • OWNER w Z cc Li • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • 1- J Z • QUANTITY 1 1 1 2 1 1 2 1 2 2 1 VOLT /PH 120/1 4 AMP. 1.5/350 OUTLET GAS CW 1 /2" 1/ 2" 1/2" 1/2" 1 /2 " 1/2" 3/4" 1 /2" 1/2" 1/2" 1/2" 1/2" HW 1/2" 1/2" 1 /2 " 1/2" 1/2" 1 1/2" 1/2" 1/2" FCW 1/2" VENT 11 11 1 /2 DW 4" 1 - 1/2 2" 1 -1/2 2" 3" " " 1-1/2" 2" 11 3" IW 3/4" 1 -1/2 1 1 /2 1 -1/2 3/4" 3/4" " HP X . x • 72 "x14 "x34" 18 "H See Sheet X —XXX for spacing 27 -1 4"x40-1/4"x3/4" 30 "Lx11 "Wx3 "D 36 "x24" 36 "x8 "x32" Wheatgrass sink gets FCW 25 -1 /8 "x8 "x24 -1 /8" 84 "2x27 "Dx34 "H 1 O8 "Lx27 " " 6' -1 "Lx 17 "Wx9 -1 /2 "H 2O— 3 /4 "Lx 12 — 3 /4 "Wx6 "D 8' -3 "2x2'- 8 "Dx3' -0" 16 "2x16 "Wx1 -1 /2 "D 20- 3 /4 "Lx 12- 3 /4 "Wx4 "D 16 "Lx4- 5 /16 "dia. 48 "Lx ? "Wx2 "D ?"Lx "Dx3' WIDTH /DEPTH /HEIGHT REMARKS G.C. to provide backing /support as required. Provide 2x wd. blockin• for shelves as re Du p up lex rece ex tacle mounted horiz. @ 94" A.F.F. 12" in from ed ecep ac mo onz. re -p a m un e on "Lucerne" w/ grd strnr, hdcp type, chr plt p —trap & supp, ins drn & hw Stainless Steel with deck —mount faucet, aerator and wrist blade handles, Center drain w/ 18 ga. s.s. drain grid flat type #430 G.C. to provide and install seismic restraints as required by code. 'stall seismic restraints ao required by code. e ce Plul I,tJi1la Suhedule With vacuum breaker, double stops, bucket hook and wall support. p t Copper body, adjustable with 1/2" copper type "L" to floor drain 14 "x21 Drainboard each end. Basin Sizes: =_ - - G.C. shall provide 2x wood blocking as required. C.C. shall provide 2x wood blocking as required. 3/8" shank, provided by stainless vendor, installed by G.C. • Connect to filtered water. Braided stainless waste. 4" Deep Custom Bumper 5.5. vendor to shop—install in Blender Counter S.S. vendor to shop—install in Blender Counter G.C. to install in blender counter top. Adjust sleeve diameters for cup sizes. See Elec. Dwgs. 9 NOTE: QUANTITIES ARE PROVIDED AS A FIELD REFERENCE ONLY. VENDOR IS RESPONSIBLE FOR VERIFYING QUANTITIES AS SHOWN ON A-151 AND NOTIFYING OWNER OF ANY DISCREPANCIES. uired. Duplex receptacle mounted horiz. @ 94" A.F.F. 12" in from edge of panel. (Required every 2 panels min.) om e qe e of anel. ne Re Duplex receptacle mounted horiz. @ 94" A.F.F. 12" in from edge of panel. (Required every 2 panels min.) "Cadet" w/ Olsonite Seat #95, 1.6 GPF, handicap type, bolt caps & angle stop. System w/ prefilter & low—pressure alarm. Mount on wall behind juice counter. Provide 1/2" rough—in at mop sink. Locate on side (Not Rear wall +48" AFF. ( Sani—flor receptor w/ half grate, anti—splash strainer & white enamel interior. Ref: Equipment sheet A-806 for locations. Cap width varies per wall thickness. uired eve ire eve 2 anels min. ne min. very s Attach to fittings in center basin: 1/2"x3/8" chrome 90, 3/8" r. sht. nip., 3/8" FIPx3/4" hose adapter 18"x21 Vendor to supply 12" H. splash guard between 4—comp and adjacent hand sink. 10 I)) rryib MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TDAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 A-604 RECEIVED OCT 1 8 2007 1 3 10 A A 0 A A A J5.2.3 VERSION Issue Date Revisions Date 9205 W 0 _ W v � W I- 0Et Z "7 W u1 c o— 0 co z W z 0 v CO N. Drawn By SAR Appv'd By BM D Description 0 rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED CH!TECT CHAEL R. BLACK STATE OF WASHINGTON 8/21/07 By • OD OD C4 0 CD ti W W Z I— C 0 w a" • N Ntr w r. 06 -26 -07 5.2.3 Schedules: Equipment, Door A -605 RECEIVED OCT 1 8 2007 Ct IViI I LJL J iI t h Texas 76011 EQUIPMENT SCHEDULE CODE EQUIPMENT NAME MANUFACTURER MODEL G C. OWNER QUANTITY VOLT /PH AMP OUTLET GAS CW HW FCW VENT DW IW HP WIDTH /DEPTH /HEIGHT NOTE: QUANTITIES ARE PROVIDED AS A FIELD REFERENCE ONLY. VENDOR IS RESPONSIBLE FOR VERIFYING QUANTITIES REMARKS AS SHOWN ON A -151 AND NOTIFYING OWNER OF ANY DISCREPANCIES. I FURNISHED INSTALLED (FURNISHED INSTALLED OFFICE EQUIPMENT TO1 POS Cash Register / Drawer IBM • • 2 120/1 36 Tail at +3" run in toe kick, isolated ground. G.C. to provide POS wiring T03 POS Receipt Printer IBM • • 1 See Elec. Dwgs. T04 Safe Amsec BWB2020 • • 1 20 "W x 20 "D x 20 "H See Elec. Dwgs. T05 Money Count Machine Tellermate TX114 • • 1 See Elec. Dwgs. T06 Office Computer IBM • • 1 See Elec. Dwgs. T07 Office Printer /Fax /Copier Hewlett— Packard • • 1 See Elec. Dwgs. TO9 Tii i ie Cluck • 12fr/1 SUPPLY POWER TO LOCATION ONLY FOR FUTURE `EQUIPMENT T10 Music System DMX • • 1 T11 Secur Alur SyJter BAY M..ARM DS7090 is S .. T13 10" PDS Muriilur & Bump Bur FBiv1 • • See Nlu1r. fui rrrorritur/'bm lak..afro-ri T14 14" POS Monitor & Bump Bar IBM • • 1 FACILTIES AND OPERATIONS V01 (N) Ru vfl up Pky. Uriit See fvFechurTicui Bruwirrgb O • '.. " ,; .. •.. . • . . I . " . V05 Thermostat Controls Lightstat TMD —AVU • • 1 4.9 "x1.3 "x3.3" (N) HVAC systems: Tstat Lennox supplied; (E) HVAC systems, Tstat G.C. supplied. V06 Thermostat Remote Sensor Lightstat • • 2 Locate per elevations, see V05 for supply information. V07 (E) Rooftop Pkg. Unit See Mechanical Drawings 1 VOB (E) Ruuftup Pky. Unit See Ivlec1ruFriuvi Bravm-rya V09 Exhaust Fan (Ceiling— Mounted) Broan L100 • • 1 120/1 Controlled by light switch. See Mech. Dwgs. 12$'1 Controlled by thcrn rub lut. Scc Me�.h. D V10 Extluu Fon (Roof Mounted) • O WO1 Coat Hook Rack • • 1 W02 Keyboard Tray • 1 W03 Bulletin Board • is 1 ' ■ ' ' I' II, PS •• ..,, .•- . -- - I I"a II is .. - , .I,. IV ,- .. . .- .- . • - -- I I", I I txsec!. "' . W05 Mark —N —Wipe Board • • 1 X01 Jumbo Sign /Logo (Illuminated) Vendor • 1 See Elec. Dwgs. under separate permits DOOR SCHEDULE GENERAL NOTES DOOR NUMBER DESCRIPTION SIZE DOOR DATA FRAME DATA FIRE RATING HARDWARE REMARKS 1) HARDWARE FINISHES SHALL BE SATIN CHROME US26D UNLESS NOTED OTHERWISE 2) STAMP "DO NOT DUPLICATE" ON ALL KEYS 3 ALL LOCKSETS AND LATCH SETS SHALL BE LEVER HANDLES 4 ) ALL STOREFRONT ENTRANCE DOORS SHALL BE PROVIDED PIVTS BY DOOR MANUFACTURER UNLESS NOTED 5) MAXIMUM PULL FORCES FOR INTERIOR AND EXTERIOR DOORS SHALL BE INTERIOR DOORS = 5 "0 LBS. FORCE EXTERIOR DOORS = 15.0 LBS. FORCE MATERIAL TYPE FINISH MATERIAL FINISH HEAD JAMB SILL BUTTS LOCKSET CLOSER PUSH /PULL BARS WEATHERSTRIP THRESHOLD MISC 01 STORE FRONT ENTRY (DOUBLE)— EXISTING PR. 3'- 0"X7' -0" ALUM A FACTORY ALUM FACTORY - -- - -- 2/A -804 - -- - -- L7 C2 PP1, PP2 T1 M2 02 03 STORE FRONT ENTRY (SINGLE)— EXISTING TOILET ROOM 3'- 0"X7' —O" 3'- 0 "X7' -0" ALUM WD F C FACTORY P _ 1 B _ INT ALUM HM FACTORY —A P 1 - -- 6A /A -804 - -- 6B /A -804 2/A -804 - -- - -- B1 L8 L1 C2 Cl PP1, PP2 T2 - -- M1 mmum■ _. , . J . : : %,:` :; -:_:/ -' '` � ��'�.:�.'E � r 44?: . ' r ` ; : : a:rr r, _ °�'' : 5_ _ ` = HARDWARE NOTES BUTTS B1 HAGER BB1279 B2 HAGER BB1191 NRP B3 PEMKO CSPFM83SLF EQUIVALENT ITEMS OF LAWRENCE, :KINNEY SALES CO, OR STANLEY WOE MAY BE SUPPLIED LOCKSET L1 SCHLAGE S4OD NEPTUNE L7 DOUBLE ENTRY STOREFRONT LOCK L2 SCHLAGE S1OD NEPTUNE — ADAMS RITE HEADER BOLT — MS1085 — ADAMS RITE HEADER BOLT -- 4085x25 -0071 -- ADAMS RITE THRESHOLD BOLT — 4015 L3 SCHLAGE S7OPD NEPTUNE L8 SINGLE ENTRY STOREFRONT LOCK L4 SIMPLEX, LR1021S -260 — ADAMS RITE DEADLOCK — MS18505 L5 SIMPLEX LL1021 S -26D — SCHLAGE CYLINDER — 20 -013 L6 IVES ROLLER LATCH RL32 —F CYLINDERS BY SCHLAGE CLOSER C1 NORTON 1601BFxAL C2 LCN OVERHEAD CONCEALED CLOSER: 2030 ALL OVERHEAD CLOSERS TO BE MOUNTED ON INTERIOR SIDE OF DOOR — NO THRU BOLTS PUSH /PULL BARS PP1 TRIMCO 1738 — 12" CTC PP2 PULL BAR TO MATCH BUILDING OR SHOPPING CENTER STANDARD. WHERE STANDARD IS NOT APPLICABLE OR AVAILABLE, PROVIDE ONE OF THE FOLLOWING UPON APPROVAL BY ARCHITECT: ROCKWOOD RM201 -12" OR STORE FRONT MANUFACTURERS STANDARD PULL WHICH MATCHES ROCKWOOD RM201 -12" PP3 IVES 8102 -8 WEATHERSTRIP /THRESHOLDS W1 PEMKO S88W W2 PEMKO 345PWV T1 PEMKO 3 X 700 ALUM 72" MS & ES T2 PEMKb 3 X 700 ALUM 36" MS & ES APPROVED EQUALS BY RIXON MAY BE SUPPLIED MISC M1 DOORSTOP — IVES FS441 M2 DUSTPROOF STRIKE — TRIMCO 3911 M3 DOOR VIEWER — IVES U696 -- ':. ; , ' ` ;` • O ., M Lm ^,Y 3" HIGH INDIVIDUAL VINYL LETTERS, CENTERED ABOVE ENTRY DOOR; COLOR AND TEXT TO MATCH BUILDING STANDARD THIS DOOR TO REMAIN OPEN WHEN THE BUILDING IS OCCUPIED UPPERCASE CHARACTERS RAISED 1/32" WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF THIS EXIT TO REMAIN UNLOCKED WHEN THIS BUILDING IS OCCUPIED H�IGHT OF LETTERING 5 $" MIN TO 2" A mEN S/S KI CKPLATE 4 PUSH BAR BEHIND GLASS /J THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS � 0000 CORRESPONDING ~� l l DOOR— SWING. MOUNT AT 60" GRADE II BRAILLE J TO CENTERLINE OF SIGN 11-1S Warn To arTUn+ ora xrr� THE �mmno oaro THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED FROM FLOOR. SEE �� SIGN REQUIREMENTS: D 5 VIEW ; ; A ll . 1. READILY VISIBLE AND DURABLE SIGN SHALL BE PLACED —I ACK LETTERS BL NOT T " y0 65, 0 Qe, cc „8/5 8 TO SCALE co PLAQ E sd C9 ` � - 1 � ENTRANCE �"`� , JI L W I 2. THE EXIT DEVICE SHALL BE CLEARLY IDENTIFIED BY SIGN ON BAR. 3" LETTERS SHALL BE LOCATED ON A CONTRASTING BACKGROUND. 4. CONTRACTOR TO COORDINATE AND INSTALL ANY SIGNAGE o � � � � RESTROOM WALL PJ�QUES Q x (i) ET TO TAIL THAT ACCOMPANIED THE EXIT DEVICE BAR. IF NONE - WAS SUPPLIED, CONTRACTOR TO ORDER AS SPECIFIED. NOTE: NUMBER OF LINES GRAPHICS SCHEDULE OF TEXT MAY VARY PER ° ` � = �, • "' Wi� ENTRY DOOR SIGNAGE (VINYL UNISEX SIGN WOMENS SIGN MENS SIGN SIGN) EXIT DEVICE SIGNAGE ACCESSIBLE ENTRANCE SIGN Q NDrroSCALE NV TO SCALE El) RESTROOM DOOR PLAQUES 0 0 2 R T"P �S 3 0 R S G\ NUT TO SCALE 0 AGE RESTROOM SIGNAGE (PLASTIC SIGN) C RESTROOM SIGNAGE B 3/16".1'-o" 1/2"=1'-0" FOR LOCATION OF SIGNS FOR LOCATION OF SIGNS SEE SHEET A -151 SEE SHEET A -151 1 3 10 A A 0 A A A J5.2.3 VERSION Issue Date Revisions Date 9205 W 0 _ W v � W I- 0Et Z "7 W u1 c o— 0 co z W z 0 v CO N. Drawn By SAR Appv'd By BM D Description 0 rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED CH!TECT CHAEL R. BLACK STATE OF WASHINGTON 8/21/07 By • OD OD C4 0 CD ti W W Z I— C 0 w a" • N Ntr w r. 06 -26 -07 5.2.3 Schedules: Equipment, Door A -605 RECEIVED OCT 1 8 2007 Ct IViI I LJL J iI t h Texas 76011 GRAPHIC WALL- PAPER BY V P A Fr iii i/ //r / IIP A // id /4 //// A A F P-1B PAINT EXISTING COLUMN 11 WI � 4f_WI4 OPEN TO BEYOND- )\--7 PUCK EYOND - PUCK SIGN BY SIGN VENDOR UNDER SEPARATE PERMIT, G.C. SHALL PROVIDE BLOCKING ABOVE FOR FUTURE SIGN. INTERIOR ELEVATION SCALE:1 /4" = 1' -0" PASTRY CASE ILATE HOT SUPPLY & N PIPES. SEE PLUMBING S FOR MORE INFO. 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J.. ■..■r warn.. •11111110111•11r"`-- 0 IIIr1111�1III111 _111111 I IIII 11 1 ■11•••Mi..ii lii ;i. it I•111 � ■ice ; 1�i■'�'��iil ■ ■ ■ ■■ ■■ Ir 1Ir..■ ■ ..il ■l�" '�J■ ■. 1 I1. ■ ■1 . ■n ■ ■V■ ' .iI •.1 IIT.11■■■1_ ■■11■■■II'■■..I �■■1 11111■ ■■1 ■1 'l1.flU4'I.t�1Pi■■n ■i■Lri■ M■ ■1 I• II• l•IJI.UUrd•J••Ill. ■ ■r■■■. ■ ■ ■. ■1 m■ ■1 ■I 11■■■/ ■ . ■■■ ■.. ■ ■\1■■ ■1 �..� OPEN TO BEYOND- Issue Date 8/21/07 0 0 0 0 (1) CUSTOM MAPLE VENEER PANEL: 48 -3/4 " W 11 •••••••••• ••• MIMI II LINE INDICATES OUTLINE OF WALK -IN INTERIOR ELEVATION F W -3 ) FI P -5 a C (F P -1B PAINT EXISTING COLUMN W -2 B -1A PC -1 FRONT SERVICE COUNTER N) 13 INTERIOR ELEVATION a a W -6 ) PC -1 F SCALE:1 /4" = 1' -0" 3 SCALE:1 /4" = 1' -0" INTERIOR ELEVATION 0 0 0 12 C INTERIOR ELEVATION B -1A 4 LINE INDICATES OUTLI OF PASTRY CASE INTERIOR ELEVATION AC -2 A-803 DRYER R/ 3) 5 77 0 1 PEN TO BEYOND? SCALE:1 /4" = 1' -0" F SCALE :1 /4" = 1' -0" 1 INTERIOR ELEVATION W -3 ) ( 0 0 6" 5/5 SANITARY COVE BASE WALK -IN'S. (TYP.) CFI W -6 ) (F B -2 B -1A 0 0 1/ SCALE:1 /4" = 1' -0" (F W -2 ) SCALE:1 /4" = 1' -0" N 0 ICE MACHINE & BIN. SEE EQUIPMENT DWGS FOR MORE INFO. LEVER WASTE DRAIN. (TYP. 4 -COMP. SINK. SEE EQUIPMENT DWGS FOR MORE INFO. DUPLEX @ 9'-g" A.F.F. SEE POWER PLAN FOR MORE INFO: PROVIDE BLOCKING IN WALL AS REQ'D PER A1.2 WATER FILTER. SEE PLUMBING DWGS FOR MORE INFO. (TYP.)— GRAPHIC WALLPAPER BY ADCOLOR. ( HORIZONTAL ELECTRICALUDRAWINGEPTACLE, RECEPTACLE, BRAND PANEL, TYP FOIL F P -1A INSULATE HOT SUPPLY & DRAIN PIPES. SEE PLUMBING DWGS FOR MORE INFO. J NTERIOR ELEVATION @INTERIOR ELEVATION 4PEN TO BEYOND- - ELECTRICAL PANELS. SEE ELEC. SHEETS FOR DETAILS: (F W -2 ) SPLASH GUARD TO BE PROVIDED BY STAINLESS VENDOR SCALE:1/4" = 1'-0" IID HORIZONTAL MOUNTED RECEPTACLE, SEE ELECTRICAL DRAWINGS BRAND PANEL, TY FOIC (1) CUSTOM TEMPERED GLASS: 31 -1/4 "W X 18�1/2> (2) STANDARD 27 -3/4" W X 23 -3/4" H TEMPERED GLASS AT DIPBOX INTERIOR ELEVATION 12" INTERIOR ELEVATION WATER HEATER FAUCET MOP SINK n� „--(F P -1A ) 0 (F B -1A �-- r r L - 7 DISPENSER MOP RACK (1) CUSTOM MAPLE VENEER PANEL: 42 -1/4" W '-3 1/2" .J� ( F C B -2 PC -1 )- W -6 ' -4 1/2" HOLD 8 INTERIOR ELEVATION (6) STANDARD 21 -3/4" W X 18 -1/2" H TEMPERED GLASS 4 -OPEN TO BEYOND? 12 A -804 LINE INDICATES OUTLINE OF WALK -IN SCALE:1 /4" = 1' -0" SCALE:1 /4" = 1' -0" T 0 0 0 LOCKERS. SEE EQUIPMENT DWGS FOR MORE INFO. (4) STANDARD 48" W MAPLE VENEER PANELS SCALE :1 /4" = 1' -0" OPEN TO BEYOND 9 B -1A CFI B -1A B -2 ) NOTE: SEE SHEET A -141 FOR FINISH SCHEDULE SEE SHEET A -601, A -602, A -603 FOR EQUIPMENT SCHEDULE P -1A SCALE :1 /4" = 1' -0" INT. ELEV. SCALE:1/4" = 1' -O" INT. ELEV. SCALE:1 /4" = 1' -0" WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE INFO. MOP RACK 10 (0 r) MOP SINK. SEE EQUIPMENT DWGS FOR MORE INFO. rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 W 0_ W a - v Z 7 W W a Hv m Z V • o F m • O d c\I Drawn By SAR Appv'd By BM D Revisions Date 9/28/07 J5 VERSION 0 Fri .ate J 1 0 - 0 w 0 W 0 CrJ Description City, Health, Cust, Comment By 0 '0 Interior Elevations w m z 1- 0 w 0 0 02 -14 -06 5.2.0 sr •0 K 0 I • 0 CV ger •0 SAR M EA A -701 RECEIVEQ OCT 18 2007 PERMIT CENTER 1 � 4f_WI4 OPEN TO BEYOND- )\--7 PUCK EYOND - PUCK SIGN BY SIGN VENDOR UNDER SEPARATE PERMIT, G.C. SHALL PROVIDE BLOCKING ABOVE FOR FUTURE SIGN. INTERIOR ELEVATION SCALE:1 /4" = 1' -0" PASTRY CASE ILATE HOT SUPPLY & N PIPES. SEE PLUMBING S FOR MORE INFO. P -1B PAINT EXISTING COLUMN N / yriii IIHHHhI1iHHIIIIIH•II ,...■... ■ ■ ■■■ ■ ■ ■ ■ ■ ■....I_■■IIIIIIIIIII■■■ Fli ■■■ ■ ■ ■ ■••••• ■ ■ ■ ■■TArMM.■ ∎ ■■ . ■ ■ ■ ■■■ ■ ■I..t GS.-: ....■.■. ■ ■ ■ ■ ■ ■ ■..ai ......... ..■■■■■.■■■■■■.■ ■11■■• -■ ∎ ■. • IN ■ ■ ■ ■■ ■ ■uh ■1 I -•u .. .. ••••••iiaL ■ ■I � 7 ,� 4 ii iii � �RUMr;,� ■1,11■ M■ A 1 — 1• r ,Rm...:� .w • y 1 ..■■■I 1■■■■`� r 1uiM ■ 1 / 1 ■■..■I 1 ■■■■■■�■■■1i■.■ r 1 ■■■■■I 1■ ■.NI■�,GI.IIf■■■ I VA 1 ■■■m i•• i.i ■ ■■ly■■.. i • 1 i..r� ■■.. ■• ■ ■■■ • /, , ...i...... . ' Ar A" 1 ■0 -�-�- - ■ ■. ■ ■ ■■ Nom iii ■ ■ ■ .I i I/ :III :I II rill) I� I CT A I ∎ , 1 I• I A ii ■I � GRAPHIC WALL- PAPER BY ADCOLOR— ■ ■!■ ■ • I1111111IIIIIIIIIIIIIIIIIIIIIII 1111111111 I 1IIIf111111I1111111 •..711.1■■■■■■■■■! 1111■■ ■irn.ii ■■■■■■■■ 11 1. ?.. J.. ■..■r warn.. •11111110111•11r"`-- 0 IIIr1111�1III111 _111111 I IIII 11 1 ■11•••Mi..ii lii ;i. it I•111 � ■ice ; 1�i■'�'��iil ■ ■ ■ ■■ ■■ Ir 1Ir..■ ■ ..il ■l�" '�J■ ■. 1 I1. ■ ■1 . ■n ■ ■V■ ' .iI •.1 IIT.11■■■1_ ■■11■■■II'■■..I �■■1 11111■ ■■1 ■1 'l1.flU4'I.t�1Pi■■n ■i■Lri■ M■ ■1 I• II• l•IJI.UUrd•J••Ill. ■ ■r■■■. ■ ■ ■. ■1 m■ ■1 ■I 11■■■/ ■ . ■■■ ■.. ■ ■\1■■ ■1 �..� OPEN TO BEYOND- Issue Date 8/21/07 0 0 0 0 (1) CUSTOM MAPLE VENEER PANEL: 48 -3/4 " W 11 •••••••••• ••• MIMI II LINE INDICATES OUTLINE OF WALK -IN INTERIOR ELEVATION F W -3 ) FI P -5 a C (F P -1B PAINT EXISTING COLUMN W -2 B -1A PC -1 FRONT SERVICE COUNTER N) 13 INTERIOR ELEVATION a a W -6 ) PC -1 F SCALE:1 /4" = 1' -0" 3 SCALE:1 /4" = 1' -0" INTERIOR ELEVATION 0 0 0 12 C INTERIOR ELEVATION B -1A 4 LINE INDICATES OUTLI OF PASTRY CASE INTERIOR ELEVATION AC -2 A-803 DRYER R/ 3) 5 77 0 1 PEN TO BEYOND? SCALE:1 /4" = 1' -0" F SCALE :1 /4" = 1' -0" 1 INTERIOR ELEVATION W -3 ) ( 0 0 6" 5/5 SANITARY COVE BASE WALK -IN'S. (TYP.) CFI W -6 ) (F B -2 B -1A 0 0 1/ SCALE:1 /4" = 1' -0" (F W -2 ) SCALE:1 /4" = 1' -0" N 0 ICE MACHINE & BIN. SEE EQUIPMENT DWGS FOR MORE INFO. LEVER WASTE DRAIN. (TYP. 4 -COMP. SINK. SEE EQUIPMENT DWGS FOR MORE INFO. DUPLEX @ 9'-g" A.F.F. SEE POWER PLAN FOR MORE INFO: PROVIDE BLOCKING IN WALL AS REQ'D PER A1.2 WATER FILTER. SEE PLUMBING DWGS FOR MORE INFO. (TYP.)— GRAPHIC WALLPAPER BY ADCOLOR. ( HORIZONTAL ELECTRICALUDRAWINGEPTACLE, RECEPTACLE, BRAND PANEL, TYP FOIL F P -1A INSULATE HOT SUPPLY & DRAIN PIPES. SEE PLUMBING DWGS FOR MORE INFO. J NTERIOR ELEVATION @INTERIOR ELEVATION 4PEN TO BEYOND- - ELECTRICAL PANELS. SEE ELEC. SHEETS FOR DETAILS: (F W -2 ) SPLASH GUARD TO BE PROVIDED BY STAINLESS VENDOR SCALE:1/4" = 1'-0" IID HORIZONTAL MOUNTED RECEPTACLE, SEE ELECTRICAL DRAWINGS BRAND PANEL, TY FOIC (1) CUSTOM TEMPERED GLASS: 31 -1/4 "W X 18�1/2> (2) STANDARD 27 -3/4" W X 23 -3/4" H TEMPERED GLASS AT DIPBOX INTERIOR ELEVATION 12" INTERIOR ELEVATION WATER HEATER FAUCET MOP SINK n� „--(F P -1A ) 0 (F B -1A �-- r r L - 7 DISPENSER MOP RACK (1) CUSTOM MAPLE VENEER PANEL: 42 -1/4" W '-3 1/2" .J� ( F C B -2 PC -1 )- W -6 ' -4 1/2" HOLD 8 INTERIOR ELEVATION (6) STANDARD 21 -3/4" W X 18 -1/2" H TEMPERED GLASS 4 -OPEN TO BEYOND? 12 A -804 LINE INDICATES OUTLINE OF WALK -IN SCALE:1 /4" = 1' -0" SCALE:1 /4" = 1' -0" T 0 0 0 LOCKERS. SEE EQUIPMENT DWGS FOR MORE INFO. (4) STANDARD 48" W MAPLE VENEER PANELS SCALE :1 /4" = 1' -0" OPEN TO BEYOND 9 B -1A CFI B -1A B -2 ) NOTE: SEE SHEET A -141 FOR FINISH SCHEDULE SEE SHEET A -601, A -602, A -603 FOR EQUIPMENT SCHEDULE P -1A SCALE :1 /4" = 1' -0" INT. ELEV. SCALE:1/4" = 1' -O" INT. ELEV. SCALE:1 /4" = 1' -0" WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE INFO. MOP RACK 10 (0 r) MOP SINK. SEE EQUIPMENT DWGS FOR MORE INFO. rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 W 0_ W a - v Z 7 W W a Hv m Z V • o F m • O d c\I Drawn By SAR Appv'd By BM D Revisions Date 9/28/07 J5 VERSION 0 Fri .ate J 1 0 - 0 w 0 W 0 CrJ Description City, Health, Cust, Comment By 0 '0 Interior Elevations w m z 1- 0 w 0 0 02 -14 -06 5.2.0 sr •0 K 0 I • 0 CV ger •0 SAR M EA A -701 RECEIVEQ OCT 18 2007 PERMIT CENTER NO SCALE 3''=1 N.TS EXISTING DEMISING WALL (E) DEM. JOIST CLAMP PTA -TO - FLR CC \ \ ICT FOR S-SV C ST„ATO\ FULL HEIGHT WALL: 6" 20 GA. METAL STUD, AT 16 O.C. WITH 5/8 WATER RESISTENT GYP. BD. (U.O.N. OR BOTH SIDES FRO 24 A.F.F. T UNDERSIDE OF D CON VE CRr AND 5 BOARD HOM S A.F.F. (U N ACH WALLS TO EXISTING STR URE ABOVE, PER DETAIL 13 A -801 ATTACH WALLS TO EXISTING O PER DETAIL 14 /A- O1 OR PARTITION /WALL DESIGNATIONS METAL STUDS (PER ES REPORT ER- 4943P), MAXIMUM HEIGHT 20' -0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X 3/4" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE FLOOR: PROVIDE HILTI X -DNI .145" DIA X 1" EMBED (POWDER- ACTUATED FASTENERS PER ES REPORT ES -ER -1290) AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT POST- TENSIONED CONCRETE FLOOR: PROVIDE HILTI X -DNI .145 DIA X 3/4" EMBED (POWDER- ACTUATED FASTENERS PER ES REPORT ER -2388) AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE io s EXISTING STEEL JO GRINNEL JOIST CLAMP OR EQUA 6" 18 ga. STUDS @ 16" o.c METAL STUDS @ SOFFIT CONSTRUCTION BELOW. CLAMP 5/8" M.B. 1 OF 4 - 1/4" -14 TEK SCREWS OR EQUAL NOTE: THIS DETAIL APPLIES AT EACH STUD (16" o.c.) 18 ga. STUDS PARTITION WALL: 3 5/8" 20 GQ. METAL STUDS AT 16 O.C. ITH 58' WATER RESISTENT GYP. BD. U.O.N. ON BOTH SIDES FROM 24 A.F.F. „TO DERSIDE OF BACKER A BOARD AN 5/8" METE. (U.O.N. NOT . CH WALLS TO EXISTING STRU RE PER DETAIL ATTACH WALLS TO EXISTING PER 14 /A- O1 SEISMIC ANCHOR CONCRETE SLAB 16 GA. GALV. STL BACKING ANGLE CUPS WI SEISMIC ANCHOR BOLTS BACKING ON DOOR FRAME TYPICAL (4) SIDES JAMB PLAN VIEW JAMB SECTION COOLER JAMB BACKING FOR ANCHOR DETAIL PARTIION: 3 5/8" 2Q GA. METAL STUDS AT 16 0.C. WITH 5 8' WATER REISTENT GYP. BD. U Q.N. Ot J BOTH SIDES ACCOOU TICAL TO OAND 5 '8 CONCRETE TILE BACKER BOA FROM SLAB 0 24-A.F.r. (U.O.N.) W03 ATTACH WALLS TO EXISTING STRUCTURE g ABOV 8 E 01 PER DETAIL ATTACH WALLS TO EXISTING PE CONCRETE AIL 14/A- O1 SEISMIC ANCHOR KING ON DOOR FRAME TYPICAL (2) SIDES CONCRETE SLAB ANGLE CUPS WI SEISMIC ANCHOR BOLTS JAMB PLAN VIEW WALK -IN WALL ANCHORAGE DETAILS KITCHEN PARTIION: 0" 20 GA. M ,�L STUDS AT 16' O.C. WITH 8 W TER REISTENT GYP. BD. 5 ( .0.N. CA BOTH SIDES FROM 4 TO 6' ABOVE ACCOUSTICAL CEILING AND 5Z8" CONCRETE TILE BACKR BOAC FROM SLAB TO 24 A.F.F. U.O.N. JAMB SECTION FREEZER JAMB BACKING FOR ANCHOR DETAIL W04 ATTACH WALLS TO EXISTING STRUCTURE DETAIL ATTACH WALLS TO EXISTING PER CONCRETE 14 /A- O1 KITCHEN FURRING: 6" 20 GA. METAL STUDS AT 16' O.C. WITH 5/8 WATER RESISTENT GYP. BD. WITH HERMAL BATT INSULATION U.O.N.)„ ON ONE SIDE ONLY F OM 24 A.F.F. TO 6 ABOVE ACOUSTICAL CEILING, AND 5 8 CONCRETE TILE BACKER OARD FROM S B TO 24 A.F.F. (U.O.N.) W05 ATTACH WALLS TO EXISTING STRUCTURE 4 A$ A OVE PER DETAIL ATTACH WALLS TO EXISTING PER CONCRETE IL 14 /A R$01 FOR CONNECTION AT TOP OF BRACE, SEE 13/A -801 FOR WALLS TO 10' -0" - BRACE WITH 3625137 -33 AT 4' -O" MAXIMUM OC. ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE. FOR WALLS TO 15' -0" - BRACE WITH DOUBLED 3625137 -33 AT 4' -0" MAXIMUM OC. ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL. FASTEN DOUBLED STUDS TOGETHER WITH NO 8 SCREWS AT 24" MAXIMUM OC. O SECTION ACROSS PARTITION 3' = =1' -0' z 3" X 3" X 3" ANGLE (20 GAGE MINIMUM) FASTENED TO TRACK AND BRACE PER DETAIL AT RIGHT - 20 GAGE MINIMUM TRACK (PER ES REPORT ER -5344) METAL STUDS, CUT 1/2" SHORT FOR 1 /2" DEFLECTION FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) A i V V TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE FOR SEISMIC SITUATIONS J a SECTION ACROSS BRACING 10 w AT SINGLE BRACE - FASTEN ANGLE TO TRACK WITH (4) NO 8 SCREWS AT DOUBLE BRACE - FASTEN (2) ANGLES TO TRACK WITH (4) NO 8 SCREWS AT EACH ANGLE AT SINGLE BRACE - FASTEN ANGLE TO BRACE WITH (3) NO 8 SCREWS. AT DOUBLE BRACE - FASTEN DOUBLE BRACE TO BOTH ANGLES WITH (6) NO 8 SCREWS THROUGH BRACE AND BOTH ANGLES A A A A Issue Date Revisions Date Drawn By SAR Appv'd By BM D J5.2.3 VERSION 9205 (1f Description 1-3 rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED RCHITECT CHAE R. BLACK STATE OF WASHINGTON -o 1 I— D J 1— 8/21 /07 -a a d oe 2 0 0 By 00 00 N N w m z I-- 0 w 0- • 04 -17 -07 5.2.3 Interior Details RECEIVED A -801 OCT 18 2007 PERMIT CENT& S E I S M I C ANGLE CLIP AT DOOR JAMB LOCATION FOR SEIS. CLIPS USE: 3' X 3' X 3" LONG X 3/15' TWCK SEIS. ANGLE CUPS AT EACH SIDE OF DOOR AS SHOWN ON DETAIL ON PLANS USE: (2) #12 TEN S.M.S. FOR SETS. ANGLE CLIPS INTO 16 GA. GALV. STEEL BACKING AS SHOWN. USE 1/2'0 X 2 1 4" EMBED. RED HEAD WEDGE ANCHORS PER CLIP INTO CONC. SLAB, PER ICBO ER REPORT #1372 M =219X 1.5'= 329'LEIS 0 S = .6149' MIN. Z =( Y' = 0.172' <0.1675 ",0.K MAXIMUM UPLIFT = 219 LBS, DESIGN 112 TEK. INTO 16 GA. ALLOWABLE SHEAR = 1,460/5 F.S. = 292 EA, OK 1/2 "0 X 2 1/4' NEEDED R.H. WEDGE ANCHOR ALLOWABLE PULLOUT (TENS.) = 560# N/O SPECIAL INSPECTION. NO SCALE 3''=1 N.TS EXISTING DEMISING WALL (E) DEM. JOIST CLAMP PTA -TO - FLR CC \ \ ICT FOR S-SV C ST„ATO\ FULL HEIGHT WALL: 6" 20 GA. METAL STUD, AT 16 O.C. WITH 5/8 WATER RESISTENT GYP. BD. (U.O.N. OR BOTH SIDES FRO 24 A.F.F. T UNDERSIDE OF D CON VE CRr AND 5 BOARD HOM S A.F.F. (U N ACH WALLS TO EXISTING STR URE ABOVE, PER DETAIL 13 A -801 ATTACH WALLS TO EXISTING O PER DETAIL 14 /A- O1 OR PARTITION /WALL DESIGNATIONS METAL STUDS (PER ES REPORT ER- 4943P), MAXIMUM HEIGHT 20' -0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X 3/4" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE FLOOR: PROVIDE HILTI X -DNI .145" DIA X 1" EMBED (POWDER- ACTUATED FASTENERS PER ES REPORT ES -ER -1290) AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT POST- TENSIONED CONCRETE FLOOR: PROVIDE HILTI X -DNI .145 DIA X 3/4" EMBED (POWDER- ACTUATED FASTENERS PER ES REPORT ER -2388) AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE io s EXISTING STEEL JO GRINNEL JOIST CLAMP OR EQUA 6" 18 ga. STUDS @ 16" o.c METAL STUDS @ SOFFIT CONSTRUCTION BELOW. CLAMP 5/8" M.B. 1 OF 4 - 1/4" -14 TEK SCREWS OR EQUAL NOTE: THIS DETAIL APPLIES AT EACH STUD (16" o.c.) 18 ga. STUDS PARTITION WALL: 3 5/8" 20 GQ. METAL STUDS AT 16 O.C. ITH 58' WATER RESISTENT GYP. BD. U.O.N. ON BOTH SIDES FROM 24 A.F.F. „TO DERSIDE OF BACKER A BOARD AN 5/8" METE. (U.O.N. NOT . CH WALLS TO EXISTING STRU RE PER DETAIL ATTACH WALLS TO EXISTING PER 14 /A- O1 SEISMIC ANCHOR CONCRETE SLAB 16 GA. GALV. STL BACKING ANGLE CUPS WI SEISMIC ANCHOR BOLTS BACKING ON DOOR FRAME TYPICAL (4) SIDES JAMB PLAN VIEW JAMB SECTION COOLER JAMB BACKING FOR ANCHOR DETAIL PARTIION: 3 5/8" 2Q GA. METAL STUDS AT 16 0.C. WITH 5 8' WATER REISTENT GYP. BD. U Q.N. Ot J BOTH SIDES ACCOOU TICAL TO OAND 5 '8 CONCRETE TILE BACKER BOA FROM SLAB 0 24-A.F.r. (U.O.N.) W03 ATTACH WALLS TO EXISTING STRUCTURE g ABOV 8 E 01 PER DETAIL ATTACH WALLS TO EXISTING PE CONCRETE AIL 14/A- O1 SEISMIC ANCHOR KING ON DOOR FRAME TYPICAL (2) SIDES CONCRETE SLAB ANGLE CUPS WI SEISMIC ANCHOR BOLTS JAMB PLAN VIEW WALK -IN WALL ANCHORAGE DETAILS KITCHEN PARTIION: 0" 20 GA. M ,�L STUDS AT 16' O.C. WITH 8 W TER REISTENT GYP. BD. 5 ( .0.N. CA BOTH SIDES FROM 4 TO 6' ABOVE ACCOUSTICAL CEILING AND 5Z8" CONCRETE TILE BACKR BOAC FROM SLAB TO 24 A.F.F. U.O.N. JAMB SECTION FREEZER JAMB BACKING FOR ANCHOR DETAIL W04 ATTACH WALLS TO EXISTING STRUCTURE DETAIL ATTACH WALLS TO EXISTING PER CONCRETE 14 /A- O1 KITCHEN FURRING: 6" 20 GA. METAL STUDS AT 16' O.C. WITH 5/8 WATER RESISTENT GYP. BD. WITH HERMAL BATT INSULATION U.O.N.)„ ON ONE SIDE ONLY F OM 24 A.F.F. TO 6 ABOVE ACOUSTICAL CEILING, AND 5 8 CONCRETE TILE BACKER OARD FROM S B TO 24 A.F.F. (U.O.N.) W05 ATTACH WALLS TO EXISTING STRUCTURE 4 A$ A OVE PER DETAIL ATTACH WALLS TO EXISTING PER CONCRETE IL 14 /A R$01 FOR CONNECTION AT TOP OF BRACE, SEE 13/A -801 FOR WALLS TO 10' -0" - BRACE WITH 3625137 -33 AT 4' -O" MAXIMUM OC. ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE. FOR WALLS TO 15' -0" - BRACE WITH DOUBLED 3625137 -33 AT 4' -0" MAXIMUM OC. ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL. FASTEN DOUBLED STUDS TOGETHER WITH NO 8 SCREWS AT 24" MAXIMUM OC. O SECTION ACROSS PARTITION 3' = =1' -0' z 3" X 3" X 3" ANGLE (20 GAGE MINIMUM) FASTENED TO TRACK AND BRACE PER DETAIL AT RIGHT - 20 GAGE MINIMUM TRACK (PER ES REPORT ER -5344) METAL STUDS, CUT 1/2" SHORT FOR 1 /2" DEFLECTION FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) A i V V TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE FOR SEISMIC SITUATIONS J a SECTION ACROSS BRACING 10 w AT SINGLE BRACE - FASTEN ANGLE TO TRACK WITH (4) NO 8 SCREWS AT DOUBLE BRACE - FASTEN (2) ANGLES TO TRACK WITH (4) NO 8 SCREWS AT EACH ANGLE AT SINGLE BRACE - FASTEN ANGLE TO BRACE WITH (3) NO 8 SCREWS. AT DOUBLE BRACE - FASTEN DOUBLE BRACE TO BOTH ANGLES WITH (6) NO 8 SCREWS THROUGH BRACE AND BOTH ANGLES A A A A Issue Date Revisions Date Drawn By SAR Appv'd By BM D J5.2.3 VERSION 9205 (1f Description 1-3 rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED RCHITECT CHAE R. BLACK STATE OF WASHINGTON -o 1 I— D J 1— 8/21 /07 -a a d oe 2 0 0 By 00 00 N N w m z I-- 0 w 0- • 04 -17 -07 5.2.3 Interior Details RECEIVED A -801 OCT 18 2007 PERMIT CENT& STRUT SIZE MAX. LENGTH 3/4" DIA. RIGID METAL CONDUIT 8'-6" 1" DIA. RIGID METAL CONDUIT SINGLE 2-1/2" x 20 GA. METAL STUD (MIN.-0.18 IN.) 11'-6" BACK TO BACK 2-1/2"x 20 GA. METAL STUD SCREWED TOGETHER @ 24" 0.C. 15'4' 1 2 3 4 5 NOTE: FOR BLOCKING AT GRAB BARS SEE: 1/A-805 TYPE "A" WALL BLOCKING TYPE "B" TYPE "C" ADD TYPE 3 GLAZING TO EXISTING GLAZING EXISTING STOREFRONT PART 1 ION END AT STOREFRONT SYSTEM 5/8" WALL il FURNISHED BY GENERAL BACKING TO TYPICAL PARTITION AS SCHEDULED BACKING TO BE DR DING END CLOSURE-- Y RE DMEC 4875 COMPRESSIBLE FOAM TAPE SEALANT, EACH SIDE PARTITION AS SCHEDULED PARTITIONS AT GLAZED WALL Issue Date Drawn By S AR Appv'd By BM D Revisions Date 0 /16/07 8/21/07 By AS REQUIRED IN SEISMIC ZONES: COMPRESSION POST @ 12 ON CENTER EACH WAY IN THE HELD AND 6' MAXIMUM FROM WALL EDGES. STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE. LOCATE STRUTS ON MAIN RUNNERS. T-BAR VERTICAL SUSPENSION WIRES: #12 WIRE @ 4'-0" ON CENTER EACH WAY. LOCATE ON MAIN RUNNERS. ALSO, LOCATE 8" OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS. AT SEISMIC STRUT LOCATIONS (4 #12 WIRES SECURED WITHIN 2" OF CROSS RUNNER INTERSECTIONS AN Q SPLAYED 90" @ 45 ANGLE MAXIMUM FROM PLANE OF CEILING. T- BAR SYSTEM CROSS RUNNER T-BAR SYSTEM --------_______> MAIN RUNNERS SHALL BE RESTRAINED W/POP RIVETS PER SYSTEM MANUFACTURERS RECOMMENDATIONS NOTE: SCREW ALL LIGHT FIXTURES TO T-BAR PROVIDE 1/12 SLACK WIRES ATTACHED TO EA. FIXTURE AT TWO OPPOSING CORNERS CEILING BRACING NOT TO SCALE 'frj T-BAR RUNNER SELF-TAPPIN 1-5/8" DRY WALL SCREWS @ 24" O.C. 3/8" MIN. WALL ANGLE TYPICAL 3/8" IN SEISMIC ZONES: COMPRESSION POST (CODE REFERNECE 2336) @ 12' ON CENTER EACH WAY IN THE STRUTS TO BE TIGHT TO CEILING FIELD AND 6' MAXIMUM FROM WALL EDGES. GRID AND STRUCTURE ABOVE. LOCATE STRUTS ON MAIN RUNNERS. MIN. WALL ANGLE T-BAR VERTICAL SUSPENSION WIRES: 12 WIRE @ -0" ON CENTER EACH WAY. LOCATE N MAIN RUNNERS. ADDITIONALLY, LOCATE 8" OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS. AT SEISMIC STRUT LOCATIONS (4'1 #12 WIRES SECURED WI 2" OF CROSS RUNNER INTERSECTIONS AND SPLAYED sr © 45 ANGLE MAXIMUM FROM LANE OF CEILING. 8" 20 GUAGE @ 16" ON CENT ILING SUPPORT SYSTEM ROSS RUNNER 1-1/2" 20 GUAGE @ 48 0 CENTER CEILING SUPPORT SYSTEM MAIN RUNNER 40 0 GYPSUM BOARD 10 NOTE: MAIN RUNNERS SHALL BE RESTRAINED WITH POP RIVETS PER SYSTEM MANUFACTURERS RECOMMENDATIONS mrb MICHAEL R. BLACK, AIA 31 00 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 J5.2.3 VERSION )) 0 9205 \ TEGISTER ARCHITE Interior Details A-802 HA L R. BLACK TATE OF WASHINGTON co co co w F— < n a 0 -a a X a co co c•I w z S 04-17-07 5_2.3 RECEIVE OCT 1 8 200; PERMIT CENT 9 10 A A A A A A rY'rb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 9205 Issue Date Drawn By SAR AppvdBy BMD Revisions Date J5.2.3 VERSION CHAEL R. BLACK STATE OF WASHINGTON Description REGISTERED C 1TECT I- D 8/21/07 Interior Details a 0 By 00 00 a N- C W m z I- U 0 W 0 • 04 -17 -07 5.2.3 RECEIVED A-803 OCT 1 8 2007 PERMIT CENTE 1 9 4 L. REF: 13/A -801 FOR ATTACHMENT TO STRUCTURE 13 A -801 2" AIR SPACE TYPICAL .-/ 1 • A -801 EXISTING EXT -- WALL CONSTR 3-5/8" 18 GA. TR TRACK W/ (2) #10 SCREWS TO EA. STUD, TYP CONNECT TRACK TO EA. EXIST. VERT. STUD W/ (2) #10 SCREW , �,. ♦ ♦. 4 h. Alk 1 3 5/8" MTL STUD + �+ + 4 10 SCREWS @ EACH BRACE OF EXIST PROVIDE 3/4" BRIDGING • / / TOP STOREFRONT CHANNELS 1 ROW FOR UP TO 5' OR 2 ROWS FOR 5' �' SYSTEM - 10' VERT STUD HEIGHT) HORIZONTALLY IN LONG LENGTHS W/ WIRE TIES REFER TO PRE -FAB. WALL PANEL WALL CLOSURES 3 5/8" 20 GA BRACING @ 24" TO STRUCTURE DIAGONAL O.C. BRACE f x� AND LAPPING JOINTS A MIN OF 12° REFLECTED CEILING PLAN FOR H CEILING z . ° " ' 3 -5/8" 20 GA. (3625137 -33) STUDS @ 24 O.C. MAX PER E5 REPORT ER -4943P GYPSUM BOARD ON STUD FRMG STOREFRONT SYSTEM SOFFIT r� __+_— - SEE RCP FOR ACTUAL DIMENSION / `'' ' _ \ nnnnnnnnnr : *E A -13 DU SCHEDULED CEILING, ACT BLDG. WALL SEE E1 / AT STOREFRONT (AT WOOD ROOF /FLOOR) FLASHING AT WALK -IN WALL PANELS AND WALL 4 , mn m1mnnnnn SEE SHEET A 131 CUSTOMER SCHEDULED CEILING, SEE A -131 AREA F P1 -A SOFFIT © 11 =1'4 9 1• =1'-0• 6 , ....- (2) 6" DIAMETER EMT CONDUIT ABOVE W/ SWEEPING BENDS SCHEDULED CEILING ASSEMBLY, TYP. (24" MIN. RADIUS) FOR REFRIGERATED JUICE LINES. RUN LINES THRU TOP OF WALK -IN REF: 13/A -801 FOR ATTACHMENT TO STRUCTURE COOLER TO TOP OF EZBAR WALL FOR CONNECTION TO EZBAR TOWER (ITEM E03). . (3) #10 SCREW j j ` ::•� ca c, O ^ O p �- ~ p r 3 -5/8" 20 GA. 3625137 -33) STUDS ��� ER?4943P . (MAX) PER ES REPORT 3 GA. p BRACE W/ SCREWS EACH END (ALTERNATE DIRECTION OF BRACE) EXTEND GWB 70 UNDERSIDE OF STRUCTURE @ DRAFTSTOP r— -SEE DETAIL 3/A -803 FOR I I I I I I I I I I I I I Ir' 9t ■t ■�I� ■t METAL TRIM ANGLE, ANCHOR TO CEILING -,%,— RUNNERS, TYP. ARMSTRONG #411 RETENTION CLIP, TYP. . SUSPENDED ACOUSTICAL CEILING. I SCHEDULED CEILING TILE, G.C. TO PROVIDE • •!y CAP ON CONDUIT BEFORE AND DURING THE INSTALLATION THEN SEAL WATER -TIGHT AFTER COMPLETION OF INSTALLATION. � .. i t CA VERTICAL ASSEMBLY, BY PREFABRICATED WALK -IM NOT IN CONTRACT CLOSURE AT WALK -IN 7 /' 110- UNIT 4 r.� . $ ;;;.• . Lt.:- :, �: -- i:: j 4\ ` , DDITIONAL INFORMATON Q ACT CEILING REFER TO R CP � ;;,:, FO R HEIGHT = =I REFER TO RCP A;; .. ! a N Q ACT S U SPE NDE D C EILI G x SOFFIT AS AI ��� SCHEDUL' D• PAINT • BOTTOM AND SIDES ©� - .. G W B FOR HEIGHT =-11F 3 -5/8" 18 GA. iiiiih. \ ■ CORNER BEAD (TYP) ) 1/ '__N! (3627150-43) ) #10 SCREWS TO EACH STUD, TYP. SOFFIT 4' -0" MAX � SEE RCP FOR ACTUAL DIMENSION CONNECT TRACK TO OTHER TRACK W/ #10 SCREWS @ 12" O.C., TYP. EACH SIDE EZBAR 1 4 SECTIONS 3/4' =1' -0• 3/4" =1'-O' N.T.S. PENETRATION TO ONLY CONSIST OF (2) 4" HOLES. HOLES TO OCCUR W /IN THE 12x12 ZONE ONLY. DO NOT CREATE A 12x12 HOLE (2) 6" CONDUIT DROPS TO OCCUR W /IN 12x12 ZONE SEAL W/ EXPANDING INSULATION AFTER ALL LINES HAVE BEEN RUN, BY G.C. °i REF: 13/A -801 FOR ATTACHMENT TO STRUCTURE P1000 H3 UNISTRUT TYP. P1000 H3 UNISTRUT 9 PLACES. BRACING ®EACH END OF SUPPORT CHANNELS. � (1) 2Z" HOLE FOR GYCOL LINES TO OCCUR W /IN 12x12 ZONE SEAL W/ EXPANDING INSULATION AFTER ALL LINES HAVE BEEN RUN, BY G.C. 2 ?�, 2 „ J WIRE PER CEILING . (4) 12GA. WIRE LATERAL SUPPORT @ 4 LOCATIONS I 3 8 THREADED ROD " HANGER @ 32" O.C. TYP. P9 P� DETAILS. UNISTRUT P1000 MAIN SUPPORT CHANNEL. " CONNECT TO STRUCT. & T T , P1326 UNISTRUT ANGLE SOFFIT. u (4) 120A. WIRE LATERAL SUPPORT @ 4 LOCATIONS CONNECT TO STRUCT. & SOFFIT. ! U' i' CLIP OR EQUAL. " I 3/8" THREADED ROD HANGER TYP. @ 32 O.C. ALT. to 6 •• e WHITE METAL (TO MATCH SLEEVE FOR CLG.) EXPOSED AREA SITUATIONS. TYP. ALL POINTS. ..„, ... r FM OW' �'' SUSPENDED 1' - 0" 6" 11.-Mil MIA I111.-Mil - 1• 11�� �i� ■��' ACOUSTICAL CEILING 12x12 ZONE FO ' IT D FIELD VERIFY 3" i ''WHIRL SOFFIT, O.S.C.I. UNISTRUT P1000 HS CHANNEL BY VENDORS SIGN PANEL • / 1 2" REVEAL, TYP. UNISTRUT P1000 HS CHANNEL BY VENDORS MENU BOARD - . ., `� ` ., LOCATIONS PRIOR - ' WALK -IN BOXES 51 2; FILTER WATER U �° " # 4 BARBED FITTING & SHUTOFF VALVE @ 12" B7 ' COOLER CEILING BY G.C. SEAL HOLE W /EXPANDING INSULATI' . , G.C. CONN '.. TO EQ. BY VENDOR . WALK -IN COOLER BOX BY VENDER Ci SUPPORT SOFFIT 0.5.C.1. t i. � ,. ,4 '' s ; �. r. r i d!i r ',1 CONDUIT © WALK -IN LOCATION SECTION AT WHIRL SOFFIT 1V-0" - 3' 1' -0• 9 10 A A A A A A rY'rb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 9205 Issue Date Drawn By SAR AppvdBy BMD Revisions Date J5.2.3 VERSION CHAEL R. BLACK STATE OF WASHINGTON Description REGISTERED C 1TECT I- D 8/21/07 Interior Details a 0 By 00 00 a N- C W m z I- U 0 W 0 • 04 -17 -07 5.2.3 RECEIVED A-803 OCT 1 8 2007 PERMIT CENTE PIPE OR CONDUIT MECHANIC NIT 1 2" WALL TYPE VARIES TOP OF CU 1 2" Ill WALL TYPE VARIES NOTE: GENREAL CONTRACTOR 70 VERIFY LANDLORD'S ROOFING REQUIREMENT'S PRIOR TO BIDDING THRU ROOF DRAW BAND R STRIP, F EATED ► —PREFABRICATED CURB FOR MECHANICAL ROOF EQUIPMENT EXTERIOR WALL PER PLAN SEALANT WITH BACKING ROD TYP AT PERIMETER OF FRAME M ET AL DRIP A7 HEAD ONLY ���. WEB LEVEL ,/ S.S. SELF SEALING 1 2" I ■ 1 1 2 IN CONT SEALANT TYP (TYP) FASTENERS O.C. HM FRAME 1 1 CONT SEALANT (TYP) METAL FRAME r FLEXIBLE BOOT 24 GA S.L. .. RECEIVER PREFINISHED 24 GA SHEET METAL '�� COUNTERFLASHING FLEXIBLE FLASHING ► iv I•�,; ' ' MECH.' U METAL FRAME A DETAIL AT HEAD 1 l D00 A DETAIL AT HEAD A HEAD (JAMB SIMILAR) METAL FLASHING IT ■ SLEEVE ROOFING . FLASHING BACK L � � 1 2" III WALL TYPE VARIES DOUBLE METAL STUDS 1 2" 1 2" WALL TYPE VARIES DOUBLE METAL STUDS 11111111111111111111111111111111111 11111111111111111111111111111111111 WEATHERSTRIPPING 2" THRESHOLD SET IN MASTIC ��• •������ 4.•. • .4. .. C..... . . . O. + + + + + + + + * + + + * + + + + + +� 1,.., +i +. + + + + + + + +i +i +i +iii + ii i i i ♦ + + +....+.. +.. +....... +♦ ►....+.. ++.++++++....+..� �� ��� � � *� +��� +� +� +� + � +�� + � . �+�+�.�+� ► i+.+ i i iiiii i + i + i + i + + + + i +++ i +ce+ i + i i + i i i ►.. + +• ++• ........ !.!.!.!.!.±.!.!.! .!.+�!. ±. ±.!.!. *.!. *.!.!.!.!. ±. . 2 X BLOCKING TAPER AS NECESSARY TO BE LEVEL AT 70P OF CURB FINISH WALKING 1 2" _ "' r CONT SEALANT TYP ( ) SURFACE -SEE 517E PLAN e, SLOPE -SEE x d N 1 1 CONT SEALANT (TYP) VJAMW/—' — 1 \ �����' EXISTING ROOFING AN ROOF DECK .rte ��..... �tl x m _Fil_ ' I ) SITE PLAN - a. I \ DOOR METAL FRAME B DETAIL AT JAMB METAL FRAME I DETAILS B DETAIL AT JAv1B AT PIPE STRUCTURE (OR STRUCTURAL B THRESHOLD HEAD/JAMB DETAILS FLASHING SUB- MEMBER AS NECESSARY) THRU ROOF w QUIPMENT NOTE: GENREAL CONTRACTOR TO VERIFY ■ DETAIL LANDLORD'S ROOFING REQUIREMENT'S • PRIOR TO BIDDING EXTERIOR HOLLOW MTL FRAME HEAD/JAMB 3' =1'-0' 3' =1' -0' 9 3' =1' 4' 3 %1'4 6 3' =1' -0' WALL TYPE VARIES EXTERIOR INTERIOR I Max WIN) NO �� T�9 T�q�O p �'�G' '� G �� S TOP G P tJ F A TE Irk PARTITIONS UP TO 10' LONG, BETWEEN PARTIAL — HEIGHT OR FULL - HEIGHT PARTITIONS (EACH AT LEAST 1' -6" LONG) NEED NO SUPPORTS, AS LONG AS TOP TRACK IS SPLICED TO ADJACENT PARTITIONS PER DETAIL AT RIGHT t ❑ -91 .C -,- si °� 9 G '-2 ,-51P4-,174- Gi° -� /� G 9 j F ' °�� .°���y� -9, �� o ��� � ly � °c� -s' x ! • . I ER G ORE �L T A p� \ _ o \ ' A 1 s �'L 4 1/2 " 4 1/2 " / �, 9 ��� -i �,0 - jam SO12 -, 110 S N �� ISO 8 I�1 � p R E G 's ST , S G IB U G 8 F EA f(��' SI o r 6O T Op : o z N METAL THRESHOLD NECESSARY AND TILE I.. `� / " -sy ❑ ❑ 3/16" X 3 1/2" 1/2 � 1/2 F� • '. 9� 4' -0" MAXIMUM FROM ANY PARTITION 4' -0" OC MAXIMUM, TYIA TYPICAL ALONG 1' 6" X 2 0 PLATE \ V ���<2.-.6,.„. - 2" A D 1MN B EAMHTSUPPDRT IJ� / / BY GENERAL CONTRACTOR STEEL PLATE N 1 1 PI : f I I�I FULL HEIGHT .I WALL TYPE VARIES 4' -0" MAXIMUM 3/16 , o • o ' a EXISTING CONCRETE WALK • 0' o o a EXISTING BUILDING FROM ANY CROSSING PARTITION, OR FROM END OF FULL - HEIGHT PARTITION • 3/1fi , NOTE: FULL H7. OF FINI5HEb WALL U.N.O. (4 TOTAL) FASTENERS - HILTI KWIK BOLT 3/8" DIAMETER X 2" EMBED INTO CONCRETE PER ES REPORT ER -2388. IN PAST TENSIONED CONCRETE, ANCHORS \ m �RUN 0 LLJ Al N \ ❑ ❑ z TO BE 4" MIN FROM TENDONS, AS VERIFIED W W ENTRY THRESHOLD S5 ENDCAP BY GENERAL CONTRACTOR _ BY X -RAY PRIOR TO DRILLING FOR ANCHORS. ; �, A SUPPORT- LOCATION DIAGRAM B SUPPORT DETAIL (PLAN VIEW) C PARTITION- FRAMING DETAIL VIE j, CORNER GUARD DETAILS 1 SUPPORTS REQUIRED FOR PARTIAL -HT PARTITIONS USING 3 5/8" STUDS (UP TO 5' -6" AFF) 4 NO sou 3' =1' -0" 3" =1' -0" SS COUNTER SURFACE & SUPPORTS BY C.C., TYP. �� VERIFY EXACT LOCATION IN FIELD W/ G.C. SNEEZE �U . INTERI' LEVA . �' 3' IG . PREP EXISTING SLAB ADD BONDING AGENT KITCHEN E QUIPMENT ABOVE, SEE EQUIP. DWGS SCHEDULED WALL FOR MORE INFO FINISH, SEE INTERIOR TILE FLOOR, ELEVATIONS TYP SANITARY CRACK ISOLATION COVE BASE z MEMBRANE CONCRETE EQUIPMENT = SANITARY , BASE TYP s° COVE BASE �_ _ - I O e ON GRADE SCHEDULED FINISH I ij01 f f II j GYPSUM BOARD - SCHEDULED FRP OR WALL TILE, REF: ELEVATIONS. FRP OR TILE SHALL TERMINATE AT TOP OF COVE BASE. J -MOLD AS REQUIRED FOR FRP INSTALL ,Y ._, `` .. -- ASISOCCU S LAB SAW CUT AND REMOVE EXISTING SLAB FOR TRENCH AS REQUIRED CONCRETE SLAB ON GRADE TO MATCH DEPTH OF EXISTING, WITH #3 BARS AT 16' ON CENTER EACH 'WAY AT MIDDLE DEPTH SLAB. DRILL & EPDXY 6" INTO EXISTING SLAB. LOCATE CONDUIT ABOVE VAPOR BARRIER OF • J j <o i� ICI I,I �I� � i I li� I�� I /_ SEALANT OR GROUT AS REQUIRED W PHERESP� MEMBRANE SPECIF IED COVE TILE SEALANT JOINT SCHEDULED TILE SEE INTERIOR ELEVATIONS. SCHEDULED PARTITION SERVICE SIDE y . 1 ;L • ' TAI E55 STEEL ETAL STUDS EET METAL Cam' �� 6" O.C., TYP. USTOMER SIDE \ \ WOOD BASE 4114S16.. WOOD OR METAL _ = ► ` `` ' BLOCKING AS NECESSARY FOR FASTENING OF BASE N TOP OF SCHEDULED FLOORING In o e a a a QUARRY 'pie' rar�r��� .r�rrri�iiiiaii; I /. TILE, TYP �� ° r . %Si i� �'r � � . 0• ::1 °° 0 %1 1 • r -4 •- % r!4!_ � • 4 � ,Q .4 • Y �Qr� i • 0 si,b 0 0 a go o r15 ALL CONDUIT & UTILITIES SHALL BE ENCLOSED IN WALL, TYP. 14 !— SCHEDULED WAINSCOT, SEE INTERIOR ELEVATIONS. SCHEDULED FLOOR FINISH ON SHEET A -141, TYP. 8 I \ ° 4 a • a d.:: �, d R . ° d ? , ` ,a EXISTING RUN CONDUITS FOR CONC. POS THROUGH BAKERY SLAB TO CASE CURB , REMAIN CONCRETE CURB DETAIL ^, — I 1 I II —II I — III —III — III III III — � — � = III —� III — I � � — � �- — � 36" MAXIMUM — A -804 SANITARY COVE BASE, TYP. of �ig��___Z"ZI , rir ___________ BSTRATE / / I/ O OR TI r / 3/4 ' SUBSTRATE / COMPACTED REQUIRED VAPOR BARRIER TO MATCH EXISTING FILL AS WOOD / BASE .._,, EXISTING CONC. SLAB TO REMAIN. PARTIA HEIGHT WALL TILE BASE WASTE LINES SLAB DOWELING AT TRENCH 3/4' =1'-0' 6" =1' -0" 3 " =1' -0' NOT TO SCALE 4 6' =1' -0' F E D C B A 1 2 3 4 5 6 7 8 9 10 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 A rrrb MICHAEL R. BLACK, AIA 9205 REGISTERED A CHITECT CHAEL R. BLACK STATE OF WASHINGTON Issue Date Drawn By SAR Appv'd By BM D Revisions Date J5 -2 -3 VERSION 7 - 4 ° 1 Description 8/21 /07 as as 0 INN By • A A A A A 04 -17 -07 5.2.3 Interior Details RECEIVED A -1804 OCT 1 8"07 PERMIT CENTER PROJECT NUMBER: Fax 817/633-4153 F E D C B A 2 3 6 7 8 9 10 A A A A A rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Issue Date Drawn By S AR Appv'd By B M D Revisions Date 10/1 6/07 City J5.2.3 VERSION Description 0) /4.9i 8/21/07 0 - 0 C C oc By c •0 n co oo N I` 0 W z e SAR 06 -26 -07 5.2.3 Interior Details RECEIVED OCT 1 8 2001 A-805 PERMIT CENTEF ` `` co z o Cr) co W z a o w rn N ui Q "' co "' u _ ° a Li ° cn Q �' z o I cV w CC ' CS 1E _ H w �., a ; , �_ ¢ <C- o a a 3/4" MARINE GRADE PLYWOOD BY GC !! Ij� g GRACE - BITUTHENE SYSTEM 4000 WATERPROOF MEMBRANE. APPLY CONTINUOUS SHEET`, OF SI(` / CORNS MANUF. SS COUNTER SURFACE SNEEZEGUARD -\ r T.D. 1 1 111 1% WATERPROOF MEMBRANE (SEE ABOVE). 1 op Lo 1 \ — . 800) _ 1' \ I SCHEDULED TILE OVER 5/8" WATER RESISTANT GYP.BD. ■ ■ ■ ■ ■ ■ ■ ■ ■ : I I : . ■ ■ d (-0 ` I FRP AI I % 0, f "' SINK / _ I V .W .Y. . PROVIDE MEMBRANE MOLDING AND SINK oirr■or cc co on ¢ ca o a o z ¢ I , �� 2 HORIZONTAL MAPLE . " • . " . "y TERRA a o �- w J c.) - a co / INTEGRAL GALV.� T I - " " STEEL FLANGE BY SINK MANUF. WALL I I ! . . • • " " • • �, ¢ ¢ o 1 /4" X 1 -1 /2" VERTICAL MAPLE TRIM CENTERED ON SEAMS MAPLE VENEER OVER '�\ CAVITY " " .Y.,.W.,.W.W.W - :. .• .J. .." " " . • 1 7 L J _ 3/4" MDF PANEL FURNISHED 8Y MILLWORK VENDOR, INSTALLED BY CONTRACTOR CUSTOMER 516E I v Q 1:3 i I I ., ' � . I u ' 7 ^ � �� j d SECTION AT MOP SINK O iQ N rn ( \ SERVICE SIDE MOUNTING HEIGHTS FOR TOILET ACCESSORIES & PLUMBING FIXTURES TOP OF PARTIAL WALL HEIGHT 1 T 6 '_ 1 ' 4 6 NO SCALE 3 " =1'4 SERVICE SIDE • SUBSTRATE BY MILLWORK CO. • STAINLESS BY STAINLESS CO. INSTALL BY G.C. 1 / 4 " X 1-1/2" FINISHED SIZE MAPLE TRIM CENTERED ON SEAMS MAPLE VENEER OVER GRACE WATERPROOF SHEETS STRAINER OF SINK CORNERS WEDGE LOK SEAL, MANUF. INSTALL PER MANUF. TERA INSTRUCTIONS MOP SINK SINK - BITUTHENE SYSTEM 4000 MEMBRANE. APPLY CONTINUOUS FROM 48" A.F.F. TO EDGE DRAIN. OVERLAP EDGES AT ALL AND SEAMS MIN. 6 ". INSTALL PER INSTRUCTIONS MOP SEE MECH. DWGS. E ■wrlrrw ■ ■ww■ ■I ■ ■ ■ ■■ I■■■■■' w I I ■ II1JJI I iiii�ii�ir • M50 i!'!1H' ■ 6 " 3 -5/8" 18GA. CONT. MTL. ... +13' -6" A.F.F. ARCHITECT OF SCHEDULED TILE 5/8" WATER RESISTANT GYP.BD. 1 '• ■ , . ■ ■ ■ ■ ■ ■ • , I % - /i f I NI ■I ■t ■ ■ �_ i■ in 1■ - �- I ■ ■ ■ip■r"��u ■�r!� SLOPE _________ , ` - cn - - z O O + ! �� (NOTIFY MIN ANY CONFLICTS W/ B.O. LG OVER STRUCTURE ABOVE) W.H. 3 20 R A. DIAGONAL BRACING 24" O.C. BRACE TO S TRUCTURE ABOVE. I■ ■ ■NI ■■■■ ■■■N171 ■■aym■■■� ■■ ■■�:�I�r■ __ ■■■■ ■ ■ � I■■■C ■ I ■ ■ ■■I ■ ■ ■! ■■ !i■ ■■ ■■ aa ■ ■■■■ I ■■ ■I■■■■ -, I ■ ■ ■ ■ ■ ■■ iiiiiiii ■ ■ ■ ■ ■ ■ ■1���Ir 3 4 MDF PANEL / " FURNISHED BY MILLWORK VENDOR, INSTALLED BY CONTRACTOR ■■ ■ ■ ■ ■ ■ ■ ■ ■�� TYP y ■ " " " " .iiiiiiii ■■ ■ ■ ■ ■ - - ` 6 0 MIN. l ' / , / / G - - - / / ��' / / /� - �, / ■ ■ © B2q I B ■■! ■■■N!F■L:■ np TOILET ROOM ® TOILET ROOM 0 TOILET ROOM 51-0n r" / - - - / ■ ► \ . ∎ J \ T INTEGRAL DRAIN AND RECEPTOR DRAIN PIPE r ■ ■ i . ■ ►♦ ■ ■ ► ,A / A. / ■ ■ ■ ■ ■ ■ ■ - 4 - 7 --------- ALL PLUMBING LINES WITHIN WALL TO MOPSINK BELOW, SEE PLUMBING DWGS. WA T ER HEAT SEISMIC STRAP, TYP. 2X4 HORIZONTAL MAPLE TRIM \ CONTINUOUS STAINLESS STEEL BASE w/ RADIUS COVE SET IN SEALANT BED co UNDERCUT MDF PANEL ■■■■ii ■ ■ ■■ ■ ■ ■ ■ ■■■■ r■ ■w ■ ■ww■ ■ ■■■ ■■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ I■■■■■■■■■■■■■■■■■■ . ■ ■ ■ ■■■ ■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■■ • WATERPROOF MEMBRANE ■■■■■■■rl■■■ 1••••••••11111111 1 ■■ ■MI ■ ■■■■■■ ■■_ ■ ■ i ■ U ■ ■ ■ II ■ ■ A I . 1 /4 " ■ ■�'■■ ■■� ■ ■ ■■ ■■ ramiirAIRIIM iiiiiiii •■ ■■_■■ ■ ■r ■■n ■ ■h� ■ ■ ■I� ■J■� ■16717 1■■■LIE yc�. - �--- -- eiila ii■i 1 iii ■ ■ ■ ■ iiii.ii l ■ ■ ■ ■■ ■■ , „ ,,,,,,, , ,�,,,,,,,,,� 10 - ���.aw��w�� •--- ........ ■ ■ ■ ■i ■■■■I■m w�+ Ii■i. ■■ • ■ ■ ■ ■ ■ ■ ■ ■. ■■ ■ ■� LI I. �s Li ■ ■ ■ ■u ■wsu ■, ■ ■In ■III ■■ II ■ ■ ■ ■ ■ ■ ■ ■ ■■■ � �CORNER BEAD, TYP. / SECTION +j RECESS ij / AT DRAIN • 2" FROM FINISHED FLR SCHEDULED FLOOR ■■ ■■ ■ ■ ■ ■■ ■ ■■ ■ s� i ii ■ ■■ �■ ■ ■■■ ■ ■ ■ ■■ SCHEDULED WALL, ■N7 ■I ■ ■ h r�l ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■■■ �11t � w J`11! ImmENELL � I SECURE 18GA. CHANNEL TO EA. STUD W/ (3) #8 BHT. METAL SCREWS. iP 121 EE PLUMB. ;.,, 3/4 CDX PLYWOOD, .." PAINT TO MATCH WALL. _- r ," x 3" PAINTED ' : • ■ ■ ■ ■ ■ ■ ■■ = 1 6 '\ © TOILET ROOM 0E TOILET ROOM ,I' BASE AT PARTIAL HEIGHT WALL TYPICAL TOILET R M ELEVATIONS 1 _I WOOD NAILER �. " -1 -0 " - + (3 ) - #10 TO JOIST SUPPORT AND (3) - #1 8" prolgu 1 18 GA C JOIST FRAMING " la 11 3" =1'-0" / 1 4'=1' 0 NOTE: FOR TYPICAL MOUNTING HEIGHTS AND EQUIPMENT ABBREVIATIONS SEE 4/A SERVICE SIDE CUSTOMER SIDE ER . EQ. TO EA. JOIST +6' -0' CLLR ADJUST HEIGHT OF 2" X 2" X 14GA. CLIP ANGLE AT EA. JOIST. 3/4" MARINE GRADE PLYWOOD & F.R.P. ALL SIDES, TYP. _ B.O. PLATFORM -r- PLATFORM WHERE CONFLICT W STRUCTURE CORNER BEAD ABOVE OCCURS, NOTIFY AND COORDINATE W/ ARCHITECT PRIOR TO (2) 18GA. 8" COMMENCING WORK) TOGETHER WELDED I W n CAP TO TOP OF ST NOTE: GRAB BAR & ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1)8 48" A.F.F. ALIGN W TOP E06 OF SNEEZEGUARD — SNEEZEGUARD. SEE / / .................. BLENDER INSIDE FIXED ACRYLIC ENCLOSURE e, / TEMPERED GLASS SNEEZEGUARD a 0 °D Da0 fi ° � 3'•0" J — INTERIOR ELEVATIONS. 36" A.F.F. ALIGN W/ TOP NOTE: GRAB BAR TO BE ANCHORED TO SUPPORT A 250 LB. POINT LOAD. 11 - v ; :%-: 7 01 STAINLESS STEEL SUPPORT POST MOP RACK BY G.C. / S5 CORNER GUARD s �� 5 OF BLENDER TABLE ' €�I) d �._._ A -804 SS COUNTER SURFACE & SUPPORTS BY G.C., TYP. VERIFY EXACT LOCATION IN FIELD W/ G.C. SECURE STAINLESS STEEL CLEAT TO METAL STUDS WITH #6 SHEET METAL SCREWS 6" O.C., TYP. 12 1 1l2' 1/ 4" OR 1 D II AMETE R 1 712 2 X 6 WOOD BLOCKING FASTEN 0 ITICAL METAL TUD W 3 SCREWS TOP C NTE AND B O T1 OM) AT B OTH ENDS. BRUSHED STAINLESS CLAMP \ 7, - WATERPROOF MEMBRANE TO 4' 0" ON 14/A -80 A.F.F. SEE SPEC 4.....„...-------- STE WALL @ O.C. SCHEDULED TILE SEE INTERIOR ELEVATIONS--------- A -805 1 VERTIEAL MAPLE TRIM CENTERED I MAPLE VENEER OVER 3/4" 4 j NON -ROTA G GRAB BAR / , ' .. _ . +2'_g" F - - - SERVICE FAUCET ALL CONDUIT & UTILITIES SHALL BE ENCLOSED IN MDF PANEL FURNISHED BY MILLWORK VENDOR, INSTALLED BY CONTRACTOR 11 — W.H. T &P DRAIN, SEE PLUMBING DWGS. MOP SINK - S.S. FLASHING & SEALANT AT PERIMETER. SCHEDULED FLR. & BASE TILE, WALL, TYP.- ® -- A -805 SCHEDULED FLOOR FINISH ON SHEET A -141, TYP. BRUSHED STAINLESS STEEL BASE A , SANITARY COVE ' BASE, TYP. II - SEE SHEET A-141. ' • . 14 � f T J ' 1 0 s 4 • - EXISTING REMAI N. SLAB TO REMAIN. PARTIAL HEIGHT WALL P LA \ E L EVAT 0 ` A -805 WATER HEATER/MOP 5 . � V � r.;: ,. / - ;: SINK DETAIL f .:: GRAB BAR DETAIL SNEEZEGUARD DETAILS 3 ' - -0 " 3/4" =1'-Q' 3/4V-0" 6 " =1' 0" F E D C B A 2 3 6 7 8 9 10 A A A A A rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Issue Date Drawn By S AR Appv'd By B M D Revisions Date 10/1 6/07 City J5.2.3 VERSION Description 0) /4.9i 8/21/07 0 - 0 C C oc By c •0 n co oo N I` 0 W z e SAR 06 -26 -07 5.2.3 Interior Details RECEIVED OCT 1 8 2001 A-805 PERMIT CENTEF IAllllllllllll1111 1111111111111111 N MIIIIIIIIIIIIIIII!IIIIIIIII IIIIIIII! II A -806 BELOW BLENDER STATION EQUIPMENT PLAN ` OPEN TO z BEYOND w Ca ELEVATION LOW WALL FCIC/ CLADDING FOIC ELEVATION 1/2..1.4 S51 BLENDER COUNTER K S63 CUP LID HOLDER P.O.S. MONITOR RECESSED IN COUNTER BLENDER COUNTER BY VENDOR SS APRON IN FRONT OF BLENDERS OPEN TO BEYOND S5 TUBING FRONT & BACK HAND -OFF cv COUNTER SPOON a HOLDER j STRAW 71 ) HOLDERS I 11111111111111111 rrrrrrIIIIIIIliI N ! ul llllllllllllllm11111111 lllllllI ll 1 ,► 4' -8 3/4" BLENDER STATION FLOOR PLAN ICE BIN, O.S.C.I. S55 BLENDER CUP RACK SHOP NOTE: VENDOR TO PROVIDE SHOP DRAWING FOR JAMBA JUICE REVIEW AND GC COORDINATION PRIOR TO FABRICATION. ORANGE JUICE MACHINE S.S. CAP, O.S.C.I. TYP. o BOTH SIDES OF I WALL. as SCHEDULED TILE OVER 5/8" WATER RESISTANT GYP. BD., TYP. ON SERVICE SIDE 5/8" GYP. BD. OVER 6" STUDS AT FULL HEIGHT WALL FULL HT ALIGN STUDS ON SERVICE SIDE ALL WHERE CCURS CONTINUE GYP. BD. ABOVE LOW HEIGHT WALL SERVICE SIDE 1/4" X 1 -1/2" FINISHED SIZE MAPLE TRIM CENTERED ON SEAMS. FURNISHED BY MILLWORK VENDOR, INSTALLED BY CONTRACTOR FULL & PARTIAL HEIGHT aara A-805 6 1/2" [ , 1 CUSTOMER SIDE MAPLE HORIZONTAL TRIM ABOVE AND BELOW LINE OF S.S. COUNTER ABOVE, SHOWN DASHED MAPLE VENEER OVER 3/4" MDF PANEL FURNISHED BY MILLWORK VENDOR, INSTALLED BY CONTRACTOR. 3 -5/8" STUDS AT LOW WALL WALL PLAN VIEW Issue Date Drawn By SAR Appv'd By B M D Revisions Date 9/28/07 J5.2.3 VERSION S /21 /07 Description City, Customer Comments 06 -26 -07 5.2.3 1 2 3 4 5 6 7 8 9 10 9205 A -806 rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED AF 'TECT ICHAEL R. BLACK STATE OF WASHINGTON o� 0 Blender Statian RECEIVED Details OCT 182007 PERMIT CENTEF 1 2 3 4 5 6 7 9 10 A A A A A A 9205 a EL Wacc - W W a 0 m z W • o • O O N Issue Date Revisions Date J5.2.3 VERSION ri rrrb cr) 0 MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED A HITECT IICHAEL R. BLACK STATE OF WASHINGTON Drawn By SAR Appv'd By B M D Description co co 67 Q F- 8/21 /07 0 0 0 E � 0 By CO 00 N O Ce 0 W z I-- C w 0 In a� w 0 n 03 0 • 06 -26 -07 5.2.3 Equipment Details RECEIVE A-807 OCT 1 8 2001 PERMIT CENT ER Arlington, Texas East Randal 8' -8 1/2" 3 A -807 - ›- / RILLE WITH RECESSED DRAIN M55 (------1( 4' -4 1/2" < S6.3 > 41112. P15 E17 > LL HOLES IN COUNTER SHALL HAVE RUBBER GROMMETS, TYP 549 > 544 N „Z A n9 i O r -� - 1 O r O �� I I I I I c � � �"'I — • I I 11 I I I < E13 > - - - - - I _ I I II " _ \ - II I�� T ❑ I ____ I ❑I _I Irk ..• ■ 11 III S38 MIN CLR BETWEEN POWER AND DA WHEN POSSIBLE < M54 6" E20 ' -< E08 > E07 > P22 4". \1'' ROUTE CONDUIT FOR POWER AND TO1 FLOOR SINK 8 -2 1/2„ DATA TO ORDER COUNTER FROM WALL THROUGH CONCRETE CURB FOR < I E / PASTRY CASE. © T04 / 8' -8 1/2" / A -807 BELOW ORDER COUNTER PLAN / JUICE COUNTER PLAN / NOTE: DIMENSIONS TO BE CO- ORDINATED WITH 55 VENDORS. TYP. 3/4" =1'-O' 4 3/4" =1'_O' RJII FOR PHONE DUPLEX FOR PHONE BRACKET 3' -7" 1' -5" 1 ' -8" / / 3 -O ' M81 T.O. BINS { E13 OUTLINE OF ADJACENT PASTRY CASE �� < E59 > NOT USED (BLANK FACE' 5101 _. DATA FI DUPLEX FOR SAFE IG DUPLEX FOR P05 1 ,� DATA FOR POS 2 i IG FOR POS 2 S61 ° CD E07 � S14 < E08 S63 › P15 i I \ ,� ►1� www S44 . 538TIM fl I I I o i ' — 1 ` - - f ri II II MOUNT PHONE TO INSIDE FACE OF CABINET ABOVE ADJUSTABLE SHELF LOCATE POWER-VARS AND UPS REAR OF ADJUSTABLE SHELF 'OUTS CONDUIT FOR POWER AND DATA TO ORDER COUNTER FROM WALL THROUGH ti: . o \ ( ) �� war E17 > T04 r-, n 4 II II ` II\ ' J ( ' ` tit 4 `{ 559 _ ,JJ CONCRETE CURB FOR PASTRY CASE. S66 13 13-1A 14, S54 > 10 \ —1 r A -804 ORDER COUNTER REAR ELEVATION 552 > TT rT Tl Tf Tl \ ELEVATION < E20 > J COUNTER FRONT 3/4' =l'-0' 111111 3/4' =1'-OUICE ' ; : r. ` %'.:.. ' ,} r _.: "- 3 - 399 C L CVR TO CVR TE FOR N N N N N C L RECEPTACLES AND MONITOR MOUNTING HARDWARE I CI N N. N . N. N. N N. SNACK DISPLAY N . N . N . N N N. N N N N \ ARM, MOUNTING HARDWARE AND MONITOR (ARM AND MOUNTING HARDWARESHOWN DASHED C.S.C.I. SECURE TO CABLE BOX IN WALL AS SHOWN. N N. N. N. N. ` \ N. . N N N . • o I' O I ORDER COUNTER SECTION IIIIIIIII� T14 3/41, -0, • /DATA MOUNTING HEIGHT P.O.S. MONITOR 6 1 2 3 4 5 6 7 9 10 A A A A A A 9205 a EL Wacc - W W a 0 m z W • o • O O N Issue Date Revisions Date J5.2.3 VERSION ri rrrb cr) 0 MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGISTERED A HITECT IICHAEL R. BLACK STATE OF WASHINGTON Drawn By SAR Appv'd By B M D Description co co 67 Q F- 8/21 /07 0 0 0 E � 0 By CO 00 N O Ce 0 W z I-- C w 0 In a� w 0 n 03 0 • 06 -26 -07 5.2.3 Equipment Details RECEIVE A-807 OCT 1 8 2001 PERMIT CENT ER Arlington, Texas East Randal