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Home My WebLink AboutPermit D11-277 - CORT FURNITURE - TENANT IMPROVEMENTCORT FURNITURE 1230 ANDOVER PK E Di 1-277 City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049069 Address: 1230 ANDOVER PK E TUKW Suite No: Project Name: CORT FURNITURE DEVELOPMENT PERMIT Permit Number: D11 -277 Issue Date: 11/04/2011 Permit Expires On: 05/02/2012 Owner: Name: GRAY CAT COLLECTIVE LLC Address: 5430 45TH AVE W , SEATTLE WA 98199 Contact Person: Name: MARY RYAN Address: PO BOX 3749 , MISSION VIEJO CA 92690 Contractor: Name: BERGMAN BROS Address: 4300 EDISON AV , CHINO CA 91710 Contractor License No: BERGMB *0330N Phone: 949 - 582 -3735 Phone: 909 - 627 -3651 Expiration Date: 11/30/2012 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT, REMODEL OF EXISTING BUSINESS INCLUDING DOORS, PARTITIONS, CEILINGS, FIXTURES, MILLWORK, BATHROOMS ETC. Value of Construction: $147,500.00 Fees Collected: $8,086.54 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: Ili -B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -277 Printed: 11 -04 -2011 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: (3X Date: 1A-1-4-(1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 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 provisions of any other state or local laws regulating construction or the perform- ce -f work. I am a ed to sign and obtain this development permit and agree to the conditions attached to this permit. Si Date: Signature: / � Print Name: l `� �� v Do` I ✓7 v"10 l�- 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D11 -277 Printed: 11 -04 -2011 7: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential International Mechanical Code, Washingto to Energy Code. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: ** *PLANNING DEPARTMENT CONDITIONS * ** 17: Approved scope of work is for interior improvements only. Exterior work is subject to design review. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: 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) 22: 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) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: 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. ff 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) 25: 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) doc: IBC -7/10 D11 -277 Printed: 11 -04 -2011 26: Dead bolts are not allowed on auxiliary doors unless the dead bolt is automatically ected when the door handle is engaged from inside the tenant space. (IF ' hapter 10) 27: 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) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 33: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 34: 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) 35: 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) 36: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 37: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 38: 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) 39: 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) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: 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. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and doc: IBC -7/10 D11-277 Printed: 11 -04 -2011 #2051) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Co• does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 46: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 47: Applicant shall apply for a separate Public Works permit or submit a revision to this TI permit to correct existing backflow deficiencies consisting of Reduced Pressure Principle Assembly (RPPA) installation on domestic water as premise isolation and installation of TRPL register compatible to the SENSUS automatic reading system for existing landscape irrigation deduct WM; refer to Cort Oct 24,2011 letter signed by Dan Beeman, Director of Construction and Purchasing, Daniel.beeman@cort.com, phone no. (703) 968 -8538. Subject backflow deficiencies shall be corrected by the end of March 2012. doc: IBC -7/10 011 -277 Printed: 11 -04 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http. //www. TukwilaWA. qov Building Permit No. 1)1,1 -- �7 7 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. ED (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print* * SITE LOCATION Site Address: 1230 Andover Park East Tenant Name: Cort Furniture King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes ❑ ..No Property Owners Name: Mailing Address: City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Mary Ryan - Permit Resources Mailing Address: P.O. Box 3749 E -Mail Address: mary@permitresources.com Day Telephone: Mission Viejo City (949) 582 -3735 CA 92690 State Fax Number: (949) 768 -8436 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T.B.D. Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD— All plans must be stamped by Architect of Record Company Name: RGLA Mailing Address: 5100 River Rd., #125 Contact Person: Michael Ng Schiller Park E -Mail Address: mng @rgla.com City State Day Telephone: (847) 671 -7452 Fax Number: (847) 671 -4200 60176 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Larson Binkley Mailing Address: 6363 College Blvd., #400 Contact Person: Christopher Larson Overland Park (Ld 66211 City State Zip Day Telephone: (913) 383 -2621 E -Mail Address: Fax Number: (913) 383 -2831 H: Applications\Fonns- Applicalions On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATI( 206 - 4314670 Valuation of Project (contractor's bid price): $ 147,500.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): - T.I. - Remodel of (E) business including doors, partitions, ceilings fixtures, millwork, bathrooms, etc. MEP work. jrt . 0 04,1 Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below - • • • Existing Interior Remodel Addition to Existing Structure New Type of Construction per ...•Occupancy IBC _ • : , yType _of2C .:•+ p f ___• °IBC:''' :: 1°` Floor 20,007 5,906 III -N B 2nd Floor 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety 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. H: Applica0ona\Fomu- Applications On Line \2010 Application■ \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR AUTHO • IZED AGE Signature: Print Name: Mary Ryan Mailing Address: P.O. Box 3749_ Date: 8 •% % 11 Day Telephone: 949.582.3735 Mission Viejo CA 92690 city state zip Date Application Accepted: Q: t__ Date Application Expires: Staff Initials: l/( HAAriplicationsTonnii- Applications On Line \2010 Application \7 -2010 - Permit Application:doc Revised: 7 -2010 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049069 Address: 1230 ANDOVER PK E TUKW Suite No: Applicant: CORT FURNITURE RECEIPT Permit Number: D11 -277 Status: APPROVED Applied Date: 08/11/2011 Issue Date: Receipt No.: R11 -02414 Payment Amount: $6,872.40 Initials: WER Payment Date: 11/04/2011 10:15 AM User ID: 1655 Balance: $0.00 Payee: B & B CONTRACTORS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 70981 6,872.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BONDS /DEPOSITS 000.239.100 5,000.00 BUILDING - NONRES 000.322.100 1,867.90 STATE BUILDING SURCHARGE 640.237.114 4.50 Total: $6,872.40 doc: Receiot -06 Printed: 11 -04 -2011 • 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.Tukwila WA .gov RECEIPT Parcel No.: 3523049069 Permit Number: D11 -277 Address: 1230 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 08/11/2011 Applicant: CORT FURNITURE Issue Date: Receipt No.: R11 -01732 Initials: User ID: Payee: WER 1655 Payment Amount: $1,214.14 Payment Date: 08/11/2011 11:36 AM Balance: $1,872.40 RGLA SOLUTIONS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 54286 1,214.14 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,214.14 Total: $1,214.14 doc: Receipt -06 Printed: 08 -11 -2011 t0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING, DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V__ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 4DIl --2.77 %c7q Project: O kr- Ft.(R ZI Type of Inspection: E JAI Address: 1230 A, ,J.D R Pke Date Called: Special Instructions: Date Wanted . I z J 2. ai 111 am" .. p.m. Requester: Phone No- CI O 9 - 2 0. ; -'. Z 3 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: yv- 061(0 ,4kioy 4'o' /I" A )"... 1 RE SPECTION FEE REQUIRED. Prio o id at 6300 Southcenter Blvd.. Suit 00. • Date: 112 - /?c // next inspection. fee must be Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 4J D// _277 CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 = (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: t /1 g r. 1 /724/ /I?e Type of Inspection: 1 --/ A14 / iG i i i 0 . t G.f e l t,1 i d%J .414//M/ Address: h23 6 ii,vJoet/64 p k E Date Called: Special Instructions: . G , •iv Date Wanted:. /.2.•". 2 `3 - // • p.m. Requester: Phone No: S- i. tiY • , . _ . j Approved per applicable codes. r Corrections required prior to approval. COMMENTS: iG i i i 0 . t G.f e l t,1 i d%J .414//M/ N . 7 :02j r A° /-7^14 ^14 / -•- A%m4r G-'r 3 c /,'W/K' A/ ,. ..J4 (- 4J-C-(61/ i. tiY • , . Inspec or Date: /1 11 -Lei-11 SPECTION FEE R QUIRED. ° rior to next inspection, fee must be aid' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. K-; INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 .// -2 77 Project: . it -2/P ribE (7ORr 2 Type of Inspection: 4 h/ S %� • ,-- /4. •✓ .? 2, c,1 ` � t, Address: /230 4103.1A/F' r i‘r Date Called: Special'Instructions: . Date Wanted:. s. /z 1Z' _, / p. . Requester: Phone No: gas zo3 -sz8« '` ®Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 4 L- iZvrkiG _ •3 i2✓�t/i 'J n spcc4t5r: /144,-'1 ) Z Date: c'_1 7 -� = // INSPECTION FEE REQpIRED. Prior to next inspection. fee must be Aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ..,a.�h .s.. • INSPECTION RECORD Retain a copy with permit " INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 b -2`7'7 Project: 0.6 R.T 'tip ?IQnt +2E Type of Inspection: c7IC,P ,.t &iP (1 iz)n.j4, Address: ‘..C.) AkNdNaJFQ 3,+" C Date -Called: Special' Instructions: . Date Wanted: ."o'i� 12 - 23 —I 1 Win': Requester: Phone No: (loq ? OS -5-230 Approved per applicable codes. Corrections required prior to approval. COMMENTS: or: .0% f Date: EINSPECTION FEE REQUIRED. Prior o next inspection. fee must be d at 6300 Southcenter Blvd.. Suite 00. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit VC PERMIT NO. CITY OF TUKWILA BUILDING DIVISION fz 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pfoject: _ •�ezb4'T- /),V/T?/ Type of Inspection: cis) 4.o1 is,/ G. Address: ...42.J0 /14v.Jo1 A /F Date Called: Special Instructions: Date Wanted:. a.m. /02 - /6 —// Requester: Phone No: 9a -a 68 - s-3 0 2 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Date: /2 - / / —l/ EINSPECTION FEE RE01 IRED. Priop'to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rrreet INSPECTION NO. INSPECTION RECORD Retain a copy with permit Di/ 2.77 PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION •6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: • ' /.?..,Z•t// r7 /'2 Type of Inspection: ...5 z i S P'A/ )P iL /F/ 4, Address: Date Called: { J. c, ,,v4 -A-4 4 a ec j, ,iv — No-drerk 1 Special Instructions: . Date Wanted:. /02 - / 5 — ii Ca.": p.m. Requester: ``49 .; �'iie`,,,,�" 41,7 " es— Phone No: 50c .2. -- 2SU Approved per applicable codes. Corrections required prior to approval. COMMENTS: .f'"',e!'" .1.r .RreN /_ i7d)�jt9 -,w —iv / { J. c, ,,v4 -A-4 4 a ec j, ,iv — No-drerk 1 ' ``49 .; �'iie`,,,,�" 41,7 " es— • • lnspe\r: Date: _ INSPECTION F�E REQ!IRED. Prior to next inspection, fee must be aid at 6300 Sout center lvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION c" 6300 Southcenter Blvd., #100, Tukwila: WA 98188 V (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 ott Project: ----- i 1 J J--.)/ 4,�1re Type of nspectiort: A_,A.(n6 Address: I i 3 -t1 80 f F, Date Ca led: Special Instructions: S :, Date Wanted:. /.m 2-- (Z, --I/ / p.m Requester: Phone g 6 ( ■ f lz- -O'V 5 Approved per applicable codes. DCorrections required prior to approval. !/ COMMENTS: P" ' AND nf )1/41 Atli :, o k.._. (2..tik.__J ( At h s '4 6 i l A. -{ ( - ! 5/ it-L, 1 s /' A. f Inspectdr: Date: 1 -12. -rl ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 011-2:71 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: �� R'rA, are Type of Inspection: , f :fA4tA + Date Called: Address: 123 0 A-iv,a vkr E.- Special Instructions: Date Wanted: a m 1 (— ( O ^ (r p.m. Requester: Phone No G /)4 —'2- ' l)/40 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: pA-a--)74- Air v E (9 f ,1 c L 0 /1 6(4.)6 - a Y ®A- 51 A N � re O O MS ER v& A-c . IN a-\C ( I e-c,..i ". Inspect r: • 1Date:11�/ t( n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. F 3 INSPECTION NUMBER INSPECTION RECORD R4tain a copy with permit Di/ - a "27 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Sprinklers: _ Fire Alarm: Ty of Inspectio Monitor: Address: )a36 Suite #: I roE Occupancy Type: Contact Person: Special Instructions: • Phone No.: ---IN (` Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: _ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Tv vl tw — Covf 2C, ' J 0 641 ( t,-) / , -t- e i i eo r CI ✓ `e-•- /414,4 h, Needs Shift Inspection: Sprinklers: _ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: g S Date: �'( / a � Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • 1 • 4 : INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ►�1I -277 II- 5- 0)5" PERMIT 'NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: CO KT -VcA r,t) I titles Type of Inss coon: �'e -k��'� L Address: i a3a Suite #: Ape: Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: AA,vl` c-t v,JA L — ok to4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A - _ca Date: / 3:7ht Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 i ii • .r 4. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �/I- 277 S- 231 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: C 0,4 Fu re); 4a, z Type of Inspection: sp,.A,afr -t. /ea„,,t, Date: /21/ y� j/ Address: /2 i o r7�' Suite #: Contact Person: r'¢- (._ Special Instructions: Phone No.: c753 ? 72 '727 Z Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: V Pie -to C v,,,c•1 Aa t.a a [ A.A. -r 4 , .A.9¢ (1) Needs Shift Inspection: Sprinklers: Date: /21/ y� j/ Fire Alarm: Hood & Duct: / Monitor: Pre-Fin k- Occupancy Type: Inspector: gas; Date: /21/ y� j/ Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 gievenaga 0 0 G.C. TO PROVIDE "R -19" FIBER GLASS INSULATION ABOVE ACOUSTICAL LAY -IN CEILING TILES PARTIAL CONSTRUCTION PLAN A A l,l THE MOVE ORAWDIO4AN0 SPECIFICATIONS AND IDEAS, DESIGNS AND A R R A N G E M E N T S REPRESENTED THEREBY ARE MO SWILL RTAUN THE PROPERTYOf THIS OFFICE: AND NO PART THEREOF BOLLES CONS/ DISCLOSED TO OTHERS OR USED N THE CONLIECTICNIWIINANY WORSDR PROJECT OTHER TWWTHE SPECFlC PROJECT VCR WHICH THEY HAVE BEEN PREPARED AND DEVOAPED WITHOUT THE W7DTTEN CONSENT OF THE THIS OFFICE VISJM.CONTACT WON THESE CRAYONS CRSPEC ICATIONSSMALLCOMMUTE COICLUSIVE EVIDENCE OF ACCEPTANCE CF TNESERESTRICTIJNS WRITTEN DAff11310NS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED 0I1191510w£ CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR All DIMENSIONSANOCO6®OTOrISON THEM, AND THISOFFCE MIST BE NOTIR® OF ANYVARIITIN:3RM THE DIMENSIONS MO CONDITIONS E H 0 W N BY THESE DRAWINGS. STOP DETAILS MUST BE SUBWTTEOTO THIS OROE FOR MROVAL BEFORE FROCEEDNONRM FABRICAPON. 02011 ROLA SOILTgNB, NC. 02011 ROBERT a LYON A ASSOCIATES, INC. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.871.7452 f: 847.671.4200 www.rgla.com robort g. Iyon + associates, inc . retell architecture 6100 Rlvar Road, eta 126 Befalls, Park, it 60170 p: 647.671.7462 1: 647.671.4200 www.rQltcool CORT FURNITURE RENTAL 1230 ANDOVER PARK EAST TUKWILA WA 88188 MNG ,o..".al 11098 SK -1 1F 3-5/8' x 20GA METAL STUD - BRACING @ 48" O.C. - FASTENED TO EXISTING WOOD JOISTS %" TYPE "X" GYPSUM BOARD ON - CLEARANCE CENTER SIDE ONLY CLEARANCE CENTER SIDE 3-5/8° CONTINUOUS METAL TRACK TENED TO TOP TRACK OF EXISTING PARTIAL HEIGHT PARTITION ALIGN NEW PARTITION WITH PARTIAL HEIGHT PARTITION EXISTING PARTIAL HEIGHT METAL STUD PARTITION TO REMAIN SECTION A -A @PARTITION WALL - CLEARANCE CENTER - EXISTING ROOF & STRUCTURE EXISTING WOOD JOISTS - PERPENDICULAR TO PARTITION 3 -5/8° CONTINUOUS METAL TRACK FASTENED TO UNDERSIDE OF STRUCTURE 3-5/8' x 20GA METAL STUD ©16" O.C. TO STRUCTURE ABOVE RETAIL / OFFICES 3 -5/8" x 20GA METAL STUD BRACING © 48" O.C. "R -19" FIBER GLASS INSULATION OVER FINISHED CEILING WHERE NOTED ON PLAN RETAIL / OFFICES SCALE: 1" =11-0" THE ABOVE ORAM4408 AND SPECIFICATIONS MD IDEAS, DESIGNS AND ARRANGEMENTS REPRESFMmTHEMY ARE AAD SHALL RFWMDIE PROPERTY OF THEI OFFICE AND N NO PART THEREOF MAUDE COPIED, DISCLOSED TOOTHERS OR USED DI 1HE CONNECTION WITH ANY MRS OR PROJECT OTHER NAN THE SPE=PROECT Fat MORI THEY HAVE BEEN PREPARED AND DEVELOPMWINOUT THE MUTTER CONSENT OF DE DRS OFFICE. VISUAL. CONTACTWM THESE DRAWINGS ORSPECNCATDtASHALL COMMUTE CINCWSNE EVIDENCE OFACf MANCEOF THESE RES1RC110NS. warm ONENSCNISON THESE CRAVINGS SHALL HAVE PRECEDENCE CNERSCALED OPENS 0NA4 CONIRACTORS SHAH. VEItiYAND BE RESPONSIBE FCR AU. DA03JSDN,4AND COIDOCNS ON 1GE JOB AND 1Ha OFFICE MUST BE NOTIFIED OF ANY VARUTCNSFR04 THE 061ENSIONS ANDCOFDRDNS SHOWN 87 THESE DRAWINGS. SHOP DETAIN RUST BE SUMMED TOTH1S OFFCE FOR APPHWALBEFORE PROCEEDING MI FABRICATION 02111 RQA 6AUJDON ,NC. 0 7D1/ ROBERTG LYONaASSOCIATES, NC. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.871.7452 f: 847.871.4200 www.rgla.com robed g. lyon + associates, inc. retail architecture 6100 Rival Road, 811 126 6061111, Park, 11. 60171 p• 547 671.7452 1: 547.071 4200 www.rgla.c0rP CORT FURNITURE RENTAL 1230 ANDOVER PARK EAST TUKWILA, WA 98188 MNG 4104110 11098 PM NM SK -2 @eforonod. PROJECT: CLIENT : JOB NO. : INPUT DATA & DESIGN SUMMARY SECTION & SPACING WALL HEIGHT 362S162-33 PAGE: DESIGN BY : REVIEW BY : h= hp = SERVICE GRAVITY LOAD P = SERVICE LATERAL LOAD w1 = SERVICE PARAPET LOAD w2 = ECCENTRICITY e = DEFLECTION LIMITATION ? (0=No., 1= h /240, 2= h /360, 3= h /180, 4= h /120) ft ft Ibs /ft psf psf in h /240 sb . J•^nr 41rr.lrn: k•i It,lt,110 Shear U ri.'ni THE .DESIGN iS.ADEQOATE. ANALYSIS SECTION PROPERTIES OF EACH METAL STUD (SSMA page 7 & 8) thk = 0.0346 in Fy = 33 ksi I,a = 0.551 in" Mn/S2b = 5.77 in -kips t = 3.62 in Wt = 0.89 lb/ft S,x = 0.292 In3 Vn/521, = 1039 Ibs A = 0.262 In2 rx = 1.45 in ry = 0.616 in xa = -1.335 in J = 0.000105 in4 Cw = 0.293 in° CHECK MAX WEB DEPTH -TO- THICKNESS RATIO (AISI B1.2) t / (thk) = 104.62 < 200 [Satisfactory] CHECK FLEXURAL CAPACITY (AISI C3.1) Mn/IIb = 5.77 Where x =h +hi, in -kips / stud > M [Satisfactory] - (h +h,,)2 Pe = 8.00 ft 2h hwl 2 MI = 2wih2 [Pei-142142—'4)] S = 2.56 in -kips / stud S = 1.333 ft o.c., spacing as gaven. 2 M2 =W2 °S= 0.00 in -kips / stud M = 0.75 MAX( M1 , M2) = 1.92 in -kips / stud, (0.75 for wind/seismic, from AISI App. A4.1.2, typical) CHECK SHEAR CAPACITY (AISI C3.2) Vn/fly = 1039 Ibs / stud > V [Satisfactory] (h +1 02w, Pe Where V,= (h +hv)w,– 2h + h S= 53 Ibs /stud V2= hw1S -V1= 53 Ibs /stud V3 =hpw2S= 0 Ibs /stud V = 0.75 MAX( V, , V2 , V3) = 40 Ibs / stud CHECK CAPACITY COMBINED BENDING & SHEAR AT ROOF/FLOOR SECTION (AISI C3.3.1) (ibm \2 /—>=12 M 0.0015 < 1.0 [Satisfactory] Where M = 0.00 in -kips / stud, (0.75 included) V = 40 Ibs / stud, (0.75 included) Vn/0r = 1039 Ibs / stud, from SSMA page 7 & 8. Mn/Ob = 5.77 In -kips / stud, from SSMA page 7 & 8. 0.6I nbm),(n Mn �� l Vn 0.00 < 0.5 ISM "'vI = 0.04 < 0.7 111 v„ ))) I ` A= 0.0385 < 1.3 [Satisfactory] CHECK COMPRESSION CAPACITY WITH, AT LEAST, ONE FLANGE THROUGH - FASTENED TO SHEATHING (AISI C4.6) PdIIc = 2.84 kips / stud > P [Satisfactory] Where O� = 1.8 P„ = C"C2C3 AE / 29500 = 5.11 kips / stud C, = (0.79 x + 0.54) = 0.959 C2= (1.17at +0.93)= 0.970 C3 = a (2.5b - 1.63d) + 22.8 = 20.949 E = 29500 ksi (AISI pg 18) P = 0.19 kips / stud (included wall weight, 18psf.) CHECK CAPACITY COMBINED AXIAL LOAD & BENDING (AISI C5.2.1) S2cP +ObCmM - Pn M»a Where M = 1.92 P = 0.19 PnifIc = 2.84 M� /S2p = 5.77 Cm= 1.0 2 PE: = rr E /x2 = 4.35 kips / stud �KxLx) CHECK DEFLECTION 0.43 < 1.0 [Satisfactory] in -kips / stud, (0.75 included) kips / stud kips / stud in -kips / stud 0.921 PEx 5( - 0.60 in < h /240 = 0.80 in [Satisfactory] 384E/xx (cont'd) NOTE : 1. STUD FLANGES SHALL BE FASTENED TO SHEATHING AT EACH SIDE OF WALL BEFORE VERTICAL LOAD ADDED. 2. THE LATERAL LOADS MAY BE REDUCED BY 0.75 PER AISI APPENDIX A.4.1.2 . Technical References: 1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute. 2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001. PROJECT: CLIENT : JOB NO. : PAGE : CatC;w DESIGN BY : MNG REVIEW BY : MNG' -41 -11110tOrOPAIS.14.0.4010.13.0101:M. P INPUT DATA & DESIGN SUMMARY SECTION & SPACING BRACE LENGTH BRACE SLOPE WALL LATERAL LOAD, ASD WALL HEIGHT ANALYSIS X3625162733 @ in o.c THE DESIGN IS ADEQUATE. Check Brace Compression Capacity (AISI C4.6) P= RJ4 = Where 0.c= 1.8 Ae = 0.262 ry = E = 29500 Fe= a2E /(KL /ry)2= Fy = 33 = (Fy / Fe)o.s = 0.83 0.658Ep, , for F, =10.877 for ir>1.5 Fp(0.5H) SCosa= 2.18 kips / brace L= 12 / F = H= ft psf ft 0.354 kips / brace > P [Satisfactory] in2 (SSMA page 6 -7, ICBO ER- 4943P) 0.616 in (SSMA page 6 -7, ICBO ER- 4943P) ksi (AISI pg 18) 48 ksi ksi d, Pr, =AeFn= 14.9 ksi 3.92 kips / brace NOTE : THE LATERAL LOADS MAY BE REDUCED BY 0.75 PER AISI APPENDIX A.4.1.2 . S11',1CT'iRf AfO,f AA' I .... • rtRAC hN '1: • WAI . Technical References: 1. AISI STANDARD, 2001 Edition. American Iron and Steel Institute. 2. SSMA, Product Technical Information, ICBO ER- 4943P, Steel Stud Manufactures Association, 2001. Mrs. Spencer, • Please find enclosed the requested letter regarding permit #D11 -277. If you have any questions please feel free to contact me directly. Daniel Beeman CORT Business Services Director of Construction and Purchasing 15000 Conference Center Drive, Ste 440 Chantilly, VA 20151 703 - 968 -8538 Thanks in advance. Dan Beeman National Director of Construction and Purchasing Real Estate CORT A Berkshire Hathaway Company 15000 Conference Center Drive Suite 440 Chantilly, VA 20151 T 703.968.8538 F 703.968.8599 C 703.350.8584 d aniel.beemanacort.com RECEIVED 10- 24-'11 06:27 FROM- CORT CORRECTION 7 ECE VE r OCT 24 2011 TC ll. i il: p, 1 oNi TO- publicworks /dcd P002/004 • • October 24, 2011 Daniel J. Beeman 15000 Conference Center Drive, STE 440 Chantilly, VA 20151 Joanna Spencer Public Works, Tukwila 6300 Southcenter Blvd, Ste 100 Tukwila, WA 98188 206 - 433 -0179 .4 &s :Yshirs Hwi awnr : , :rpvny Subject: Clarification on backflow installation for permit #D11 -277. CORT Furniture -1230 Andover Park East Tukwila WA 98188 Dear Mrs. Spencer: It has come to my attention that as a requirement for the aforementioned permit your office requested a letter documenting the fact of CORT' s intent to comply with the request for the installation of the required backflow device at our Tukwila location. This letter is to serve as evidence that in fact CORT is planning on and intends to comply with your directives and 'install the backflow device with associated Hot Box. This work will be completed in accordance with all code requirements by our General Contractor, The Bergman Group. If you office has any other questions please feel free to contact me directly. Dan Beeman CORT Business Services Director of Construction and Purchasing Daniel.beemani i cort.com 703 - 968 -8538 CORRECTION I.TR #_fie Daniel Beeman Director of Construction and Purchasing 15000 Conference Center Drive danieibeeman(o cortcem Suite 440, Chantilly VA 20151 RECEIVED 10- 24 -'11 06:27 FROM- CORT RECEIVED OCT 252011 TUKWILA PUBLIC WORKS RE EOVED OCT 24 2011 T CENTER bli 77 703 - 350 -8584 (o) 703 - 350 -8584 (c) TO- publicworks /dcd P004/004 CORT.com • • This email and its attachments are CONFIDENTIAL and the PROPERTY OF CORT. No part of it may be reproduced by anyone other than the intended recipient. RECEIVED 10- 24 -'11 06:27 FROM- CORT ECEOVED OCT 2 4 2011 T NYE TO- publicworks /dcd P003/004 r' e City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 6, 2011 Mary Ryan Permit Resources PO Box 3749 Mission Viejo, CA 92690 RE: Correction Letter #2 Development Permit Application Number D11 -277 Cort Furniture —1230 Andover Pk E Dear Ms. Ryan, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 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) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, r jp .----0,. Bill Rambo Permit Technician encl File No. DI 1 -277 W:\Permit Center\Correction Letters\2011\D11 -277 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: October 5, 2011 PROJECT: Cort Furniture REVIEW #: 2 PERMIT NO: D11 -277 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Please address backflow deficiencies spelled out in attached September 15, 2011 Public Works comment letter. (W:PW Eng/other /Joanna Spencer /Comments I D I I - 277aPW) 0 • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 15, 2011 PROJECT: Cort Furniture REVIEW #: 1 PERMIT NO: D11 -277 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. Since the project eventually will includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic water supply to the building and landscape irrigation lines.. The City has determined that the subject building has deficiencies on domestic water service, and landscape irrigation lines. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Woks strongly recommends a power supply for the freeze protection enclosure. Please specify on your plan backflow size, manufacturer, and model number and submit a cut sheet of the proposed device. Circle the backflow you plan to install. b) Landscape Irrigation There is an existing deduct meter that is not AMR compatible. The meter is correct model, but it needs a TRPL register that is compatible to the SENSUS automatic reading system installed. A separate letter addressing backflow deficiencies was mailed to Gray Cat Collective LLC, property owner. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for domestic water and irrigation are resolved or the Permit Center receives plans for items la, Ib. Applicant can post a bond for items a), b) in the amount equal to 150% of the design, installation, and testing cost of subject devices, together with a letter stating the installation within 90 days. (W:PW Eng/other /Joanna Spencer /Comments 1 D11- 277PW) 0 robert g: lyon + associates; inc, retail architecture September 27, 2011 Allen Johannessen, Plan Examiner City of Tukwila, WA Tukwila Building Division Re: Cori 1230 Andover East Tukwila; WA 98188 Plan Check #: D11 -277 The following is in response to your commercial plan ireview comments dated September'15, 201'1 = all revisions made have been clouded and tagged delta 3 for your reference. Plan Review Corrections Response: 1) Comment #1, Response: Clarified - the current and applicable building codes governing this project has been revised & clarified on sheet G -0.0 Also the occupancy has been revised to reflect the use as M- Mercantile; B- Business and S1-Low Hazard Storage (warehouse). A detailed' occupancy count %means of egress analysis has been added to sheet G -1.1, Building Egress Plan. 2) Comment #2, Response: Will comply - The existing warehouse shall not be open to the public and will be for employee access only. Required signage leading to the existing warehouse area has been added to doors #16 and #22. See the door schedule on sheet A -0.1 for added notation. 3) Comment #3, Response: Will comply - an exit corridor has been added to provide legal exiting from the mercantile and business areas. Please see sheet G -0.0 for Building Egress Plan and occupancy count / means of egress analysis. The warehouse area and the clearance center area are existing to remain and are not part of the contract work; therefore, we have noted to the owner and the general contractor to field verify these spaces have proper emergency egress, lighting. 4) Comment #4, Response: Will comply -'in the mercantile and business areas, access to the common path of egress from the aisle access ways does not exceed 30' and have a minimum of 30" in clear width. See egress plan on sheet G -1.1 for' indicated dimensions on plan. General notation has been added to sheet G -1.1. 5) Comment #5, Response: Will comply = detail #2 on sheet A -1.4 has been revised to the current code requirements 2009 IBC. Your expedited review and approval of the plans are appreciated. Please feel free to contact my office if you have any questions. Cordially, Michael Ng on behalf of Joseph A. Geoghegan, Jr: Architect of Record CORRECTION LTR# M Enclosures: Copy of plan review comments dated September 15, 2011 RECEIVED SEP 30 2011 `r tj4t.,Q�i.� 5100 River 1Road. Su to 125 Schiller 'Par'k. IL 6'0176 p: 847 671 7452 1 : 847 671 4200 www.rgla con 1 • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mary Ryan Permit Resources PO Box 3749 Mission Viejo, CA 92690 RE: Correction Letter #1 Development Permit Application Number D11 -277 Cort Furniture —1230 Andover Pk E Dear Ms. Ryan, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 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) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. fer M r hall Permit Technician W:\Pennit Center\Correction Letters\2011\D11 -277 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: September 15, 2011 Project Name: Cort Furniture Permit #: D11 -277 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1 x 17 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 requested the building codes to be revised to current codes. "Applicable Building Code" section is revised to the current codes. However "Building Department Data" does not reflect or meet current codes. This is a furniture store with a show room, offices and warehouse; therefore it shall be classified as an "M & B" occupancy and S 1 warehouse. The occupancy "gross" square foot per person calculations shall show M at 30 to include accessory areas, offices 100 and Warehouse at 300. Area calculations also depends on if the area was calculated at gross area or net area. Please revise the sheet to show current code data and revise occupant calculation for the separate occupancies and check calculations are per "gross area ". (2009 IBC TABLE 1004.1.1, 309.1, 1002.1 "FLOOR AREA, GROSS " /" FLOOR AREA, NET ") 2. Specify if the warehouse shall also be used for access to the public for viewing "clearance items ". The warehouse area, or the allotted viewing area, shall also be calculated in the M occupancy load where emergency lighting and exits shall also need to be added or revised. Otherwise show signage provided for "employees only not open to the public ". 3. The exits from the M & B areas appear to show only one legal exit. Show two exits that comply with code for emergency egress exits. Please provide an egress plan that clearly identifies all common paths of egress to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot -candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. In addition egressing through a "mercantile stockrooms" is not allowed unless there is a demarcated, minimum 44- inch -wide aisle defined by full- or partial- height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. Revise electrical plan and reflective ceiling plan as necessary. (IBC Section 1006 & 1014.2 # 2.4) 4. In addition to item 3), access to the common path of egress in an "M" occupancy, the "aisle access ways" common path of travel shall not exceed 30 feet, with minimum 30 inch clear width aisle access ways at any point within the merchandise pad. Show aisle access ways do not exceed travel distance of 30 feet to the common path of egress. Provide travel distance dimensions. (1017.3 Aisle accessways in Group M) 1 • 5. Identify paths of egress to the exits for the warehouse. Dimension paths. Where the warehouse has occupancy of 30 or more, two exits are required and exit paths shall be provided with emergency illumination. (IBC Section 1006, TABLE 1015.1, 1015.2.1 & 1016.1) 6. Sheet A1.4, the Lateral Ceiling Grid Detail refers to outdated 1985 UBC standards. Provide specifications with details that meet current ASCE standards for the new suspended ceiling. Identify type of perimeter supporting enclosure angle. Typically the width of the perimeter supporting closure angle shall be not less than 2.0 inches. (IBC 808.1.1.1 & ASCE Standards 9.6.2.6.2.2.) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • it PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 15, 2011 PROJECT: Cort Furniture REVIEW #: 1 PERMIT NO: D11 -277 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. Since the project eventually will includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic water supply to the building and landscape irrigation lines.. The City has determined that the subject building has deficiencies on domestic water service, and landscape irrigation lines. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Woks strongly recommends a power supply for the freeze protection enclosure. Please specify on your plan backflow size, manufacturer, and model number and submit a cut sheet of the proposed device. Circle the backflow you plan to install. b) Landscape Irrigation There is an existing deduct meter that is not AMR compatible. The meter is correct model, but it needs a TRPL register that is compatible to the SENSUS automatic reading system installed. A separate letter addressing backflow deficiencies was mailed to Gray Cat Collective LLC, property owner. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for domestic water and irrigation are resolved or the Permit Center receives plans for items 1a, 1 b. Applicant can post a bond for items a), b) in the amount equal to 150% of the design, installation, and testing cost of subject devices, together with a Letter stating the installation within 90 days. (W:PW Eng/other /Joanna Spencer /Comments 1 D11- 277PW) 1 • robert g. lyon -+ associates, inc. reta architecture September j6, 2011 Allen Johannessen — Plan's Examiner City of Tukwila — Department of Community Development 6300 Southcenter Boulevard Suite 100 Tukwila; WA 98188 Re: Cort 1230 Andover Park East Tukwila, WA 98188 IP_Ian Check. #:D11 -277_( interior)_ &_D11- 278:lezterior) The following is in response to your commercial plan review comments dated August 16th = all revisions made have been clouded and tagged delta 1 for your reference. Building Plan Corrections Response: 1) Comment #1, Additional Comments: Response: Will comply— applicable code references has been revised to the current 2009 local and national building and energy codes. See sheet G -0.0 Your expedited review and approval of the plans are appreciated. Please feel free to contact my office if you have any questions. Cordially, Joseph A. Geoghegan, Jr: Architect of (Record Enclosure: (1) copy of plan check correction list dated 08/16/2011 INCOMPLETE RECEIVED SP 09 2011 �'` �� cr✓ PERMIT CENTER 5100 River Roac. Sc to 125 SOP '.Cr Park IL 80176 Iv 847 '67' 7'52 I. 84/ 6:1 4200 www 'gla ctm Ciof Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 16, 2011 Mary Ryan Permit Resources PO Box 3749 Mission Viejo, CA 92690 RE: Incomplete Letter #1 Development Permit Application D11 -277 Cort Furniture —1230 Andover Pk E Dear Ms. Ryan, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 11, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the attached comment. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, er Marshall t Technician Enclosures File: D11 -277 W:\Permit Center \Incomplete Letters\2011\D11 -277 Incomplete Ltr # I.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: August 16, 2011 Project Name: Cort Furniture Permit #: D11 -277 Plan Review: Allen Johannessen, Plans 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. Code references refer to outdated building codes. Revise plan notes, code references and any designs throughout as applicable to refer to the current 2009 local and national building and energy codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • City of Tukwila Jim Haggerton, Mayor Department of Public Works September 13, 20011 Gray Cat Collective LLC 5430 45th Ave West . Seattle, WA 98199 RE: Cort Furniture (Tenant Improvement) 1230 Andover Pk East, Tukwila WA Permit Numbers: D11 -277 To Whom It May Concern: Bob Giberson, P.E., Director In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water supply and landscape irrigation line. a) Domestic Water A reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply for the freeze protection enclosure. On your site plan, please show the property line(s), street name, North arrow, building location, existing permanent water meter and proposed RPPA. Specify size, manufacturer name and backflow model number. Submit RPPA cut sheet and circle the backflow to be installed. b) Landscape Irrigation There is an existing deduct meter that is not AMR compatible. The meter is correct model, but it needs a TRPL register that is compatible to the SENSUS automatic reading system installed. The Public Works Director will withhold issuance of Cort Furniture Tenant Improvement permit until the Permit Center receives plans for installation of items a) and b) or a bond for installation of these required items. If you opt to install, you may install under a separate permit or under a revision to D11-028 Tenant Improvement permit application. If you opt to install under the Tenant Improvement permit, you must supply the installation plans consisting of a schematic that clearly shows the locations of the domestic water meter in relationship to the property line(s) and the building, size of water meter PERMANENT FILE COPY 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206- 431 -3665 • • Gray Cat Collective LLC Page 2 September 13, 2011 connection to the water main and service to the property together with a construction cost estimate to the Permit Center as a revision to the Tenant Improvement permit application. RPPA and AMR register installation will trigger a Public Works Type C Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation of the subject devices) when the application or revision to this TI is submitted. An additional 2.5% of construction cost for backflow installations will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate for items a and b, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflows within 90 days. This must be done before the Permit Center issues the permit. I have enclosed Public Works Bulletins Al and C5 to help you. Please call Mr. Mike Cusick, P.E., Public Works Senior Water and Sewer Engineer, at (206)431 -2441 if you have any questions. Sincerely, Jodnna Spencer Development Engineer JS:Iw enclosures: Public Works Bulletins #A -1 and C5 cc: Mary Ryan D11 -277 File (W:PW Eng/Other /Joanna Spencer /Letter Gray Cat 09132011) • Joanna Spencer From: Todd Reedy Sent: Tuesday, August 16, 2011 7:26 AM To: Joanna Spencer Subject: RE: Cort furniture @1230 APE Hi Joanna, Our records for 1230 APE show: - Irrigation DCVA is current. - Fireline DCDA is current. -No RPPA installed on domestic connection for premise isolation. - No Storz adapter on FDC. - The irrigation deduct meter is not AMR compatible. The meter is the correct type, however the register is not AMR compatible. Have a nice day, Todd From: Bryan Still Sent: Tuesday, August 16, 2011 6:06 AM To: Todd Reedy Subject: FW: Cort furniture ©1230 APE From: Joanna Spencer Sent: Monday, August 15, 2011 2:15 PM To: Bryan Still Cc: Han Kirkland Subject: Cort furniture @1230 APE Bryan, Are they current on their backflows? Thanks, Joanna 1 RMANENT FILE COPY Fit PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -277 DATE: 10- 24-11 PROJECT NAME: CORT FURNITURE SITE ADDRESS: 1230 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building ivision Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator n 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-25-11 Complete Incomplete ❑ Not Applicable ❑ Comments: TTT 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 Structural Review Required nNo further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11-22-11 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -277 PROJECT NAME: CORT FURNITURE SITE ADDRESS: 1230 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 DATE: 09 -30 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: udin u�lic �orks Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -04 -11 Complete Incomplete n Not Applicable n 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 Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 1 1 -01 -1 1 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only l CORRECTION LETTER MAILED: t V tD- Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: ufft Documents /routing slip.doc 2 -28 -02 o w • PLAN ' EVIEW/ROUTING SLIP ACTIVITY NUMBER: D11 -277 PROJECT NAME: CORT FURNITURE SITE ADDRESS: 1230 ANDOVER PK E Original Plan Submittal Response to Correction Letter # DATE: 09 -09 -11 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPAR MENT : kr 1 G i .'C Avo A� 6uitding I Ision Fire Prevention �..orks(� ra,� I� � �� Structural Awc q -' Planning Division ❑ Permit Coordinator L DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09-13-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -11 -11 Approved Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only p�A CORRECTION LETTER MAILED: U' IItjJ U Departments issued corrections: Bldg Fire ❑ Ping ❑ PW' Staff Initials: Documents/routing slip.doc 2 -28 -02 PLAN EVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -277 PROJECT NAME: CORT FURNITURE SITE ADDRESS: 1230 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # DATE: 08 -11 -11 Response to Incomplete Letter # Revision # After Permit Issued D .PA TMEN S: u I in Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete nIncomplete DUE DATE: 08-16-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: I ►`t14t\ Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-13-11 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 City et' Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 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 ee Date: 101 l �,,�l W � � Plan Check/Permit Number: � 1 I - gyi ❑ Response to Incomplete Letter # at Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: DCA ZT T U 17 Lt R Project Address: 1` 3 0 A P E Contact Person: M AILY 12-'( OK) hone Number: Summary of Revision: �siAQti;ma sl�iaNIl4� - - 373x1 Pear Po corn men 4. I efri-er EMI/� OCT 2 4 2011 I�AAA11' AA/`AA Sheet Number(s): "Cloud" or highlight all areas of revision including - -, . of rev 4 io/i Received at the City of Tukwila Permit Center by: ti' Entered in Permits Plus on 10 ',J-1A- H:Wpplications\Fonns- Applications On Line \2010 Applications \7-2010 - Revision Submiml.doc Created: 8- 13-2004 Revised: 7 -2010 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 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: L% /gs(li Plan Check/Permit Number: ❑ Response to Incomplete Letter # .J Response to Correction Letter # / ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: PACE FO SEP 3 0 20111 COMMLJN,T( DEVELOPMENT 4T Project Address: l Z 30 Q ti iD o V�� ' t vk �- 11..:_. Contact Person: 4N—F-"7 74+,11 -o t. r i -d Phone Number: 2. 6 Summary of Revision: Fee 4v-'1`'Adied, v.11 .022 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit nter by: �' /— DEL Entered in Permits Plus on H:\Applications\Fmms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: 1--)// — Z� Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: (2 30 !e, o 1.4-7.. t �— Contact Person: �-� 7a Phone Number: Z o 6 - co 77.5 Summary of Revision: t [ 7,4) 1j Co -A/CZ - NT. atieD SEP092011 M, I CENTER Sheet Number(s): /14, or highlight areas of revision including date of rev ion Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\ApplicationsWouns- Applications On Line12010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 Contractors or Tradespeople Prj,ier Friendly Page • 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. Business and Licensing Information Name BERGMAN BROS UBI No. 601817190 Phone 9096273651 Status Active Address 4300 Edison Avenue License No. BERGMB'0330N Suite /Apt. License Type Construction Contractor City Chino Effective Date 9/15/1997 State CA Expiration Date 11/30/2012 Zip 91710 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company B & B CONTRACTORS INC Business Owner Information Name Role Effective Date Expiration Date BERGMAN, MARK C Cancel Date 01/01/1980 Amount BERGMAN, DANIEL L 11 01/01/1980 C2088538603 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 WESTERN SURETY CO 69595078 10/03/2003 Until Cancelled $12,000.00 10/24/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 11 National Fire and Marine Ins C C2088538603 08/31/2008 08/31/2012 $1,000,000.00 09/01/2011 10 VALLEY FORGE INS CO 2093452205 08/31/2007 08/31/2008 $1,000,000.00 08/30/2007 9 LIBERTY INS EGLSF18456902508/31/2005 08/31/2007 $1,000,000.0009 /18/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 11/04/2011 AD, ADJ. A.F.F. A.F.G. ALUM. ASPH. BD BLKG. BOT. CLG. C.M.U. CO. CONC. CONT. CONSTR. CORRUG. DIA. DIM(S). DR. DWG(S), EL. ELEC. EQ. EQUIP. EXSTG, F.F. FIN. FL. FIX. FLSH'G. FT. FOUND. G.C. GYP. HDWD. HRDWRE. HT. H.M. HORIZ. IN. INCAND. INSUL. JT. LACQ. LBS. MAS. MAIL. MFG. MIN. MIRR. MISC. MIL. N. NEOP. N.I.C. NO. N.T.S. O.C. OPN'G. OPP. P.L. PLWD. POS. PT(D). REQ'D. REV. R.O, RM. SCHED. SBFL. SHT. SIM. SPEC. SQ. STRUC. S.S. T. &G. TH. T.O.C. T.O.S. T.O,F.W. TYP, VERT. V.I.F. WD. WI W/O YD(S). Access Door Adjustable Above Finish Floor Above Finish Grade Aluminum Asphalt Board Blocking Bottom Ceiling Concrete Masonry Unit Column Concrete Continuous Construction Corrugated Diameter Dimension(s) Door Drawing(s) Elevation Electric(al) Equal Equipment Existing Finish Floor Finish Floor Fixture Flashing Foot Foundation General Contractor Gypsum Hardwood Hardware Height Hollow Metal (steel) Horizontally) Inch(es) Incandescent Insulation Joint Lacquer(ed) Pounds Masonry Material Manufacture(ed)(er)(ing) Minimum Mirror(ed) (Opposite Hand) Miscellaneous Metal North Neoprene Not -In- Contract Number Not -to -Scale On Center(s) Opening Opposite Property Line Plywood Position Paint(ed) Required Reverse Rough Opening Room Schedule Subfloor Sheet Similar Specification Square Structure Security Shutter Tongue & Groove Thick Top of Coping Top of Slab Top of Foundation Wall Typical Vertically) Verify In Field (at Jobsite) Wood With Without Yard(s) ABBREVIATIONS <441) ELEVATION KEY • DETAIL NUMBER (SAME SHEET) ELEVATION KEY DETAIL NUMBER SHEET NUMBER EXTERIOR BUILDING WORK UNDER SEPARATE REVIEW & WORK PERMIT. ARCHITECTURAL G0.0 COVER SHEET, CODE INFORMATION, PROJECT DATA & DIRECTORY G0.1 SPECIFICATIONS AND GENERAL NOTES G1.1 EGRESS PLAN SIGNAGE UNDER SEPARATE REVIEW & WORK PERMIT. INTERIOR ELEVATION KEY DETAIL NUMBER (TYP.) 0- SHEET NUMBER O SECTION /DETAIL KEY DETAIL NUMBER (SAME SHEET) SECTION /DETAIL KEY DETAIL NUMBER SHEET NUMBER SPRINKLER AND OTHER LIFE SAFETY WORK UNDER SEPARATE REVIEW & WORK PERMIT ALL MATERIAL SUBSTITUTIONS MUST OBTAIN OWNER'S APPROVAL DETAIL ENLARGEMENT ("::: DETAIL NUMBER SHEET NUMBER 0-- PARTITION TYPE DOOR KEY ( 0-)- -- DOOR NUMBER 1.1 WINDOW KEY DOOR NUMBER ROOM KEY ROOM NAME ROOM NUMBER CORT FURNITURE RENTAL SHOWROOM, OFFICES AND CLEARANCE 1230 ANDOVER PARK EAST TUKWILA, WA 98188 CENTER -1 D1.1 AO.1 A1.1 A1.2 A1.3 A1.4 A2.1 A3.1 A3.2 A3.3 A3.4 A3.5 A3.6 A4.1 A4.2 A5.1 F1.1 F1.2 F1.3 F1.4 F1.5 DEMOLITION PLANS SCHEDULES, DOOR TYPES, FRAMING DETAILS AND DRAWING NOTES CONSTRUCTION PLAN, PARTITION SCHEDULE ENLARGED CONSTRUCTION PLANS AND ELEVATIONS: TOILET ROOMS CONSTRUCTION DETAILS CONSTRUCTION DETAILS REFLECTED CEILING PLAN AND SCHEDULE INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS FINISH PLAN AND DETAILS FLOOR TRANSITION DETAILS POWER LOCATOR PLAN FIXTURE PLAN AND SCHEDULES FIXTURE DETAILS FIXTURE DETAILS FIXTURE DETAILS FIXTURE DETAILS /1\ rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com ,. E COPY Permit No. i ' , PIP~ rrview approval is subject to errors and Omissions. of construction documents does not authorize t; ,1 of any adopted code or ordinance. Receipt a; c- proved idled Copy and coda= is ackno By 'Rob 7Q1✓ I4-1;� r City Of 1Ukwila BUILDING DIVISION PLANNING APPROVED • No changes can be made. to the plans without approval from the Planning Division of DCD Approved By:, Date:, G\-- \-"A\ REVISION KEY REVISION NUMBER R.D. ROOF DRAIN O F.D. FLOOR DRAIN 1. THE CONTRACTOR SHALL REVIEW DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. 2. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK, ALL EXITS, EXIT LIGHTING FIRE PROTECTION DEVICES AND ALARMS, SPRINKLERS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 3. CONTRACTOR SHALL NOT DISTURB THE DELIVERIES AND FUNCTION OF ADJACENT SALES AREA DURING THE ENTIRE DURATION OF THE PROJECT. 4. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. FLOOR PLAN PREPARED BY ARCHITECT SUPERSEDE ALL OTHERS. ALL DIMENSIONS MARKED OR NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL FINISHES. 5. THESE GENERAL CONDITIONS APPLY TO ALL DRAWINGS IN THIS SET AND SHALL EXTEND TO ANY CHANGES, EXTRAS OR ADDITIONS AGREED TO DURING THE COURSE OF THE WORK. 6. ALL WORK IS TO CONFORM WITH ARCHITECTS DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AS REQUIRED TO FULFILL THE INTENTIONS OF THE DOCUMENTS. 7. ALL CONSTRUCTION SHALL CONFORM TO, AND BE IN ACCORDANCE WITH, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS HAVING JURISDICTION 8. ALL WORK SHALL BE COMPLETED FOR THE AGREED CONTRACT PRICE WITHOUT RECOURSE TO LABOR STOPPAGES OR REVISIONS OF GOVERNING REGULATIONS, LAWS AND CODES. UNLESS NOTED BY THE CONTRACTOR(S) IN THE BID FOR THE PROJECT, ALL WORK SHALL BE COMPLETED AS SHOWN WITHOUT LIMITATIONS, EXCLUSIONS OR MODIFICATIONS. 9. AFTER THE JOB IS IN PROGRESS, THE CONTRACTOR(S) SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGES FOR WHICH ADDITIONAL COMPENSATION IS EXPECTED WITHOUT WRITTEN "CHANGE ORDER" AUTHORIZED BY THE TENANT /OWNER OR ARCHITECT IF APPOINTED AS THE OWNERS/TENANTS REPRESENTATIVE. FAILURE TO OBTAIN PRIOR AUTHORIZATION CAN INVALIDATE A CLAIM FOR ADDITIONAL COMPENSATION. 10. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH THE OWNERS RULES AND REGULATIONS ON MATERIAL HANDLING, EQUIPMENT, DEBRIS, ELEVATOR AND /OR LOADING DOCK AVAILABILITY, AND ALL THERE OWNER CONSTRUCTION REGULATIONS. 11. MAINTAIN ALL EXISTING BUILDING SERVICES IN USE AT ALL TIMES UNLESS PERMISSION IS RECEIVED IN WRITING FROM THEOWNER TO TEMPORARILY INTERRUPT SERVICE. PERMANENTLY RECONNECT ALL SERVICES DISRUPTED BY THE PROJECT WORK WHETHER WITHIN OR OUTSIDE OF THE CONTRACT LIMIT LINES. 12. ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS UNLESS AUTHORIZED IN WRITING BY THE OWNER. ELECTRICAL E1.0 LIGHTING PLAN AND FIXTURE SCHEDULE E2.0 POWER & SIGNAL PLAN REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 11098 08/12/11 CITY COMMENTS ! ' \ 09/02/11 ADDENDUM /' \ 09/09/11 BUILDING COMMENTS/\ 09/27/11 MECHANICAL M1.0 MECHANICAL PLAN M2.0 MECHANICAL SPECIFICATIONS, SCHEDULES & DETAILS PLUMBING P1.0 PLUMBING PLAN P1.1 PLUMBING SPECIFICATIONS, SCHEDULES & DETAILS 13. IF APPLICABLE TO THE PROJECT, PASSENGER ELEVATORS SHALL NOT BE USED BY THE TRADES AT ANY TIME DURING THE PERFORMANCE OF THE WORK. 14. TIME IS OF THE ESSENCE AND THE CONTRACTOR(S) SHALL KEEP SUFFICIENT PERSONNEL ON THE JOB AT ALL TIMES TO PERFORM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, AND SOUND BUSINESS PRACTICE. THE CONTRACTOR(S) SHALL CONFIRM THAT ALL ITEMS WILL BE ORDERED, FABRICATED AND INSTALLED PRIOR TO THE AGREED UPON COMPLETION DATE. EXCEPTIONS WILL NOT BE ALLOWED WITHOUT WRITTEN AUTHORIZATION OF THE OWNERS/TENANTS REPRESENTATIVE PRIOR TO THE PLACEMENT OF THE ORDER. 15. THE CONTRCTOR(S) SHALL PROVIDE TEMPORARY WALLS, ENCLOSURES, AND DUST PROOF BARRICADES AS REQUIRED FOR SAFETY, TO CONTROL AND MINIMIZE DUST FROM DEMOLITION AND CONSTRUCTION OPERATIONS, AND TO EFFECTIVELY SEPARATE WORK AREAS FROM OTHER OCCUPIED AREAS. THE CONTRACTOR(S) SHALL EXERCISE ALL DUE CARE AND BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND PROVIDE PROTECTION DEVICES TO MAINTAIN SAME. VERIFY WITH OWNER/TENANT AND LANDLORD ANY SPECIAL REQUIREMENTS TO PROTECT BUILDING SYSTEMS, EQUIPMENT OR COMPUTERS. 16. DO NOT CLOSE, OBSTRUCT, OR STORE MATERIAL IN WALKWAYS, PASSAGEWAYS, STAIRS OR OTHER MEANS OF EGRESS. 17. NO USE OF ARC WELDING BLOWTORCH EQUIPMENT SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE OWNER. 18. CONTRACTOR(S) MUST PROVIDE TEMPORARY LIGHTING FOR THE PERFORMANCE OF HIS WORK AS WELL THAT REQUIRED TO INSURE PUBLIC SAFETY IN OR AROUND THE PREMISES. 19. REMOVE DEBRIS AS WORK PROGRESSES. MAINTAIN THE PREMISES IN A NEAT AND CLEAN CONDITION. THE FURNISHING OF REFUSE CONTAINERS, CARTS, EQUIPMENT, LABOR AND THE SCHEDULING OF ELEVATOR AND /OR LOADING DOCK (IF APPLICABLE TO PROJECT) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S). UPON COMPLETION OF ALL WORK, REMOVE ALL MATERIALS AND RUBBISH OF ANY SORT AND PROVIDE FINAL CLEAN UP OF PREMISES. 20. GENERAL CONTRACTOR IS TO COORDINATE ALL DELIVERIES WITH THE OWNER'S DESIGNATED REPRESENTATIVES 21. GENERAL CONTRACTOR IS TO ACQUIRE AND CONFORM TO THE OWNERS CRITERIA AND CONDITIONS FOR GENERAL CONTRACTORS 22. CONTACT OWNER TO SET UP PRE BID WALK THROUGH. 23. G.C. TO PROVIDE 3/4" PLYWOOD PROTECTION UNDER ALL DEBRIS BOXES AND STORAGE CONTAINERS. 24. FINAL CLEAN BEFORE PUNCH AND AGAIN PRIOR TO OPENING 25. TOUCH -UP PAINTING PRIOR TO OPENING REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. t r Pct sions will require a new plan submittal c 1 may include additional plan review fees. SHEET INDEX PROJECT SCOPE OF WORK: 4- - m * ca .r [d CO3 co CCS Mots 0 0 > 0 O I) 0 co A REMODEL AND IMPROVEMENT OF AN EXISTING SHOWROOM AND OFFICE AREA. NEW ELECTRICAL AND NEW LIGHTING LAYOUT. EXISTING MECHANICAL WITH MODIFICATIONS TO FIT NEW LAYOUT. EXISTING WAREHOUSE SPACES TO REMAIN, NOT IN CONTRACT. OCCUPANCY USE DESCRIPTION: OCCUPANCY CLASS - 2009 IBC, TABLE 304: 304 - B - BUSINESS 309 - M - MERCANTILE 311 - S1 - WAREHOUSE STORAGE USE CONSTRUCTION TYPE - 2009 IBC, TABLE 601: TYPE III -N (FULLY SPRINKLERED) NUMBER OF LEVELS: 1 LEVEL - GROUND LEVEL OCCUPANCY LOAD CALCULATION 2009 IBC, TABLE 1004.1.1 SEPARATE- PERMIT REQUIRED FOR: EilechanIcal [Electrical Plumbing as Piping City of Tukwila EtUil_r`ING DIVISION _ aL, �; lath nT i_2i: Alt" TECT 1 JOSE°JI A. GEOCIEG1a1, Jr. STATE OF W /;SFiiAt3ION SEAL (SEE SHEET G -1.1 FOR DETAIL OCCUPANCY ANALYSIS) NO. OF OCCUPANTS THE ABO DRAWINGS AND SPECIFICATIONS AND IDEA DESIGNS AND ARRANGEMENTS REPRESE 'r D THEREBY ARE AND SHALL REMAIN TH •ROPERTYOF THIS OFFICE: AND NO PART TH `i EOF SHALL BE COPIED, DISCLOSED ro OTHERS OR USED IN THE CONNECTION 1d TH ANY WORK OR PROJECT OTHER THAN LI SPECIFIC PROJECT FOR HICH THEY H BEEN PREPARED AND VELOPED WI 4 UT THE WRITTEN CONSENT THIS OFFICE. SUAL CONTACT WITH T " +•.. E DRAWING ` +R SPECIFICATIONS SHALL co ITUTE CON. h SIVE EVIDENCE OF ACC'TM, • NCE OF T SE RESTRICTIONS. GENERAL SYMBOLS GENERAL NOTES MERCANTILE USE AREA = 5,132 SF BUSINESS USE AREA = 5,132 SF ACCESSORY USE AREA = 803 SF WAREHOUSE AREA (EXISTING TO REMAIN = 14,101 SF 30 OCCUPANTS PER SF 100 OCCUPANTS PER SF 300 OCCUPANTS PER SF 300 OCCUPANTS PER SF 144 OCCUPANTS 8 OCCUPANTS 3 OCCUPANTS 47 OCCUPANTS WRITTEN'wy,IENSIO '@ ON THESE DRAWINGS SHALL HAV"' -. :k CELL NCE OVER SCALED DIMENSIONS: C. -^ +• CTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 202 OCCUPANTS 02011 RGLA SOLUTIONS, INC. 02011 ROBERT G. LYON & ASSOCIATES, INC. LINE UP ACMCCHT WAREHOUSE WALL ////' A'"/ EXISTING 201348 SF AREHDUSE /OECH:E BUILDING EMISTINO ASPHALT PARING CLEARANCE CENTER EXISTING TO REMAIN. QUANTITY OF EXITS - 2009 IBC, TABLE 1021.1: WAREHOUSE N.I.C. 2 EXITS REQUIRED EGRESS WIDTH CALCULATIONS - 2009 IBC, TABLE 1005.1: 202 OCCUPANTS x 0.2" PER OCCUPANT = 40.4" REQUIRED - 36" MINIMUM, 72" PROVIDED BUILDING DEPARTMENT DATA EO.0 iepp EXISITO TRUCK PARMINC cSTOHCR PICKUP EKISNNG (M2(INR STAIRS /LANDING ASPHALT FARN.HC ENISTINS SIGH Cfl 10 A FGLC LL 11 SHOWROOM / OFFICES EXISXNG GRASS EMISIIN'v SICFWALK ANDOVER PARK EAST 1230 ANDOVER PARK EAST TUKWILA, WA 98188 BUILDING: 2009 INTERNATIONAL BUILDING CODE AND WASHINGTON STATE BUILDING CODE (CHAPTER 51.50 WAC) REVIEWED FOR MECHANICAL: 2009 INTERNATIONAL MECHANICAL CODE CODE COMPLIANCE PLUMBING: 2009 UNIFORM PLUMBING CODE APPROVED ELECTRICAL: 2009 NATIONAL ELECTRICAL CODE FIRE SAFETY: 2009 INTERNATIONAL FIRE CODEA--) City of Tu ACCESSIBILITY: WASHINGTON STATE REGULATIONS FOR BARRIER -FREE FA DING DIVISION (CHAPTER 51.50.1100 WAC) & ADAG. COVERSHEET ENERGY: WASHINGTON STATE ENERGY CODE (2009 EDITION, CHAPTER 51.11 WAC) VICINITY PLAN SITE PLAN SCALE: N.T.S. AREA OF WORK PLAN SCALE: N.T.S. CORRECTION LTR# tkien APPLICABLE BUILDING CODE ECEOVE SEP 3 0 2011 CE DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME G -0.0 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW SPECIFICATIONS ISSUED FOR BID 08/12/11 GENERAL NOTES 09/02/11 DIVISION 01: GENERAL REQUIREMENTS: 1. GENERAL: THESE DRAWINGS AND SPECIFICATIONS INCLUDING DESIGNS AND IDEAS REPRESENTED THEREON ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT; AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT EXCEPT THOSE FOR WHICH THEY HAVE BEEN DEVELOPED AND PREPARED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THE TERM "GENERAL CONTRACTOR" USED IN THESE DOCUMENTS REFER TO TENANTS AS WELL AS LANDLORDS GENERAL CONTRACTOR. A. THE WORK UNDER THIS CONTRACT COMPRISES THE BUILD -OUT OF A NEW RETAIL STORE FOR COMFORT ONE SHOES (SEE PLANS FOR SQUARE FOOTAGE AND EXACT SCOPE OF WORK). B. THE LANDLORD/TENANT GENERAL CONTRACTORS SHALL VISIT THE SITE TO VERIFY ANY EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS/PRICING AND REPORT TO THE ARCHITECT ANY DISCREPANCIES OR CONDITIONS WHICH MAY INTERFERE WITH THE EXECUTION OF THE DEPICTED WORK. EXTRAS WILL NOT BE ALLOWED FOR UNREPORTED DISCREPANCIES OR CONDITIONS. C. THE GENERAL CONTRACTOR SHALL CONTACT LOCAL UTILITY COMPANIES TO VERIFY ALL ELEVATIONS, SIZES, LOCATIONS AND CONNECTION POINTS FOR ALL UTILITIES AFFECTED BY THIS PROJECT. THE GENERAL CONTRACTOR SHALL COORDINATE AND OBTAIN ALL APPLICATIONS FOR, AND ENSURE ALL UTILITIES ARE TURNED ON PRIOR TO COMPLETION OF WORK. CONTRACTOR TO PROVIDE ALL SUB- CONTRACTORS WITH A COMPLETE SET OF THE MOST CURRENT CONSTRUCTION DOCUMENTS. 2. CONTRACTS: THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS - "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A201)" ARE HEREBY MADE A PART OF THESE DRAWINGS AND SPECIFICATIONS, AS WELL AS THE CONTRACT FOR CONSTRUCTION BY REFERENCE AND THEY SHALL BE LEGALLY ENFORCEABLE TO THE SAME REPRODUCED HEREON. TENTASIFTHEYWERE REPRODUCED HEREO 3. PERMITS & CERTIFICATES: ALL WORK SHALL COMPLY WITH STATE AND LOCAL REGULATIONS AND ORDINANCES, ANY OTHER APPLICABLE CODES AND SHOPPING CENTER CRITERIA. A. THE GENERAL CONTRACTOR SHALL OBTAIN AND ARRANGE ALL INSPECTIONS BY ARRANGE FOR ALL INSPECTIONS BY LOCAL JURISDICTIONS. B. A COMPLETE UP TO DATE SET OF THE DRAWINGS, INCLUDING APPROVED SHOP DRAWINGS SHALL BE KEPT AT THE SITE FOR ORIGINALS, INALS, IF THE OF ALL PERMITS AND APPROVALS, LS, IF SHALL ALSO ALL PE PT AS AND APLS, SHALL ALSO BE KEPT AT THE SITE. C. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS MADE, THE CONTRACTOR SHALL SECURE AND DELIVER TO THE LANDLORD AND TENANT (COPY TO ARCHITECT) A PROPERLY ISSUED OCCUPANCY CERTIFICATE AND COPIES OF ANY OTHER REQUIRED APPROVALS BY MY AND ALL AGENCIES HAVING JURISDICTION OVER THE WORK (INCLUDING THE LANDLORD). 4. INSURANCE: ALL CONTRACTORS (GENERAL AND SUBCONTRACTORS) SHALL OMPWITHHE SUBCONTRACTORS) SHALL COMPLY WITH THE LANDLORD'S AND TENANTS AND WAIVERS REQUIREMENT LIEN. A PRIOR TO COMMENCEMENT OF THE WORK, ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN INSURANCE POLICIES AS OUTLINED BELOW. INSURANCE POLICIES ARE TO NAME THE TENANT, TENANTS PROGRAM MANAGER (RGLA SOLUTIONS, INC.) TENANTS ARCHITECT LANDLORD G. LYON & ASSOCIATES, INC.), , LANDLORD AND THE LANDLORD'S GENERAL CONTRACTOR (IF INSURANCE INSURED. CERTIFICATES OF INSURANCE SHALL BE SUBMITTED TO THOSE NAMED. B. WORKMAN'S COMPENSATION AND OCCUPATIONAL DISEASE INSURANCE. 1) STATE: - STATUTORY- 2) APPLICABLE FEDERAL (E.G.: LONGSHOREMEN, HARBOR WORK, WORK OUTSIDE THE UNITED STATES):- STATUTORY- 3) EMPLOYER'S LIABILITY: $500,000.00 PER ACCIDENT $500,000.00 DISEASE 4) BENEFITS REQUIRED BY UNION LABOR CONTRACTS AS APPLICABLE C. COMPREHENSIVE GENERAL LIABILITY (INCLUDING PREMISES - OPERATIONS: INDEPENDENT CONTRACTORS' PROTECTIVE; PRODUCTS AND COMPLETED OPERATIONS: E. ALL WORK SHALL BE COORDINATED WITH, AND IS SUBJECT TO APPROVAL BY, AND IS SUBJECT TO THE RULES OF THE LANDLORD. CONTRACTOR TO OBTAIN RULES AND REGULATIONS FROM LANDLORD. F. THE WORK UNDER THIS CONTRACT INCLUDES BOTH A FULL TIME SITE SUPERINTENDENT AND PROJECT MANAGER FOR THE DURATION OF CONSTRUCTION. 6. WORK BY TENANT: REFER TO THE DIVISION OF WORK FOR ANY TENANT FURNISHED AND SUPPLIED ITEMS. 7. WORK BY LANDLORD: REFER TO THE DIVISION OF WORK FOR ANY LANDLORD FURNISHED AND SUPPLIED ITEMS. 8. WORK BY GENERAL CONTRACTOR IS SUBJECT TO THE RULES OF THE LANDLORD. SUBMIT EVIDENCE OF SAME AS MAY BE REQUIRED, OBTAIN A LIST OF RULES AND REGULATIONS FROM THE LANDLORD. A. MINIMUM INTERFERENCE -ALL WORK SHALL BE PERFORMED SO AS TO CAUSE A MINIMUM OF INTERFERENCE WITH ANY OTHER TENANTS AND THE OPERATION OF THE LANDLORD'S ENTIRE PREMISES. CONTRACTOR STEPS TO PROTECT THE FACILITIES IO SHALL TAKE ALL PRECAUTIONARY PREMISES AND THE FACILITIES OF OTHERS AFFECTED BY PERFORMANCE OF THE WORK AND POLICE SAME PROPERLY. B. ALL MATERIALS AND PRODUCTS TO BE INSTALLED SPECIFIED SHALL BE NEW AND ARE TO BE INSTALLED IN ACCORD WITH MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN ACCORD WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS WITHOUT ARCHITECT APPROVAL ARE THE CONTRACTORS OWN RISK. 9. TENANT SUPPLIED/TENANT'S GENERAL CONTRACTOR INSTALLED MATERIALS: A. THE GENERAL CONTRACTOR SHALL INCLUDE IN BASE BID THE COST TO UNLOAD AND STORE OWNER FURNISHED ITEMS FOR INSTALLATION BY THE GENERAL CONTRACTOR. B RESPONSIBLE FORNFIL CONTRACTOR FREIGHT CLAIMS DIRECT WITH CARRIER, AND FOLLOWING THROUGH AS NECESSARY WITH ALL SUBSEQUENT PROCEDURES, INCLUDING INSPECTIONS AND REMOVAL OF DAMAGED MATERIAL. THIS OF APPLIES LOWNEISIBLE AND OF ALL OWNER SUPPLIED MATERIALS. IED MATERIALS. FAILURE TO DO SO WILL RESULT IN BACK- CHARGE EXPENSES TO THE GENERAL CONTRACTOR. C. THE GENERAL ENERALFONPROT PROTECTING N RESPONSIBLE FOR PROTECTING ALL OWNER SUPPLIED MATERIALS THROUGHOUT THE COURSE OF THE PROJECT, AND IS TO MAKE REPAIRS AS REQUIRED. 10. APPLICATION FOR PAYMENT: SUBMIT (3) THREE COPIES OF EACH APPLICATION ON AIA G702 FORMS. PAYMENT MAY BE APPLIED FOR MONTHLY AND WILL BE BASED ON PERCENTAGE OF WORK COMPLETED LESS RETAINAGE. A. BEGINING WITH PAY REQUEST #2, GENERAL CONTRACTOR SHALL SUBMIT A PARTIAL WAIVER OF LIEN EQUAL TO THE AMOUNT OF THE PREVIOUS PAY REQUEST FROM EACH SUBCONTRACTOR. B. UPON COMPLETION OF THE WORK AND PRIOR TO FINAL PAYMENT, THE GENERAL CONTRACTOR SHALL SUBMIT FINAL UNCONDITIONAL (NOTARIZED) WAIVERS OF LIEN FROM ALL UNCONDITIONAL WAIVER OF LIEN FROM HIMSELF UNCONDITIONAL WAIVER OF FOR THE FULL AMOUNT OF THE CONTRACT (INCLUDING ALL ADDITIONS AND CREDITS). 11. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL SUBCONTRACTORS AND TRADES. A. PROVIDE AND MAINTAIN AN UP -TO -DATE SCHEDULE OF WORK. B. SCHEDULE AND ADMINISTER MEETINGS AS AGREED TO BY THE OWNER AND ARCHITECT AND COMPOSE MINUTES TO THOSE MEETINGS. ON C. PROVIDE A FULL TIME QUALIFIED SUPERVISOR ON SITE. D. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE ALL OTHER CONTRACTORS ALL OTHER CONTRACTORS AND VENDORS WORKING IN THE SPACE. 12. SUBMITTALS: SUBMITTALS SHALL BE PROVIDED FOR MATERIALS AND ASSEMBLIES LISTED IN EACH SECTION OF THIS SPECIFICATION: A. SHOP DRAWINGS AND SAMPLES: WHERE CALLED FOR IN DOCUMENTS, SUBMIT ARCHITECT FOR APPROVAL AS FOLLOWS. 1. REPRODUCIBLE DRAWINGS:ONE SEPIA TRANCPARENCY. 2. NON- REPRODUCIBLE DATA: TWO COPIES. 3. SAMPLES: (2) EACH. 4. CLEARLY MARK ALL SUBMISSIONS WITH DATA, PROJECT, CONTACT AND SUB- CONTRACTOR AND ALLOW SPACE FOR APPROVAL STAMP. g. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL INFORMATION AND INSTALLATION INSTRUCTIONS FOR SPECIFIED MATERIALS, 18. RECORD SET OF GS/O &M MANUALS: MAINTAIN, ON SITE, ONE SET OF CONTRACT DOCUMENTS TO BE UTILIZED FOR RECORD DRAWINGS. RECORD ALL REVISIONS OF WORK. A UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS MADE, THE CONTRACTOR SHALL SECURE AND DELIVER TO THE TENANT (COPY TO THE ARCHITECT) ALL GUARANTEES AND /OR WARRANTIES ON ALL EQUIPMENT SUPPLIED AND /OR INSTALLED BY THE CONTRACTOR, AND HIS SUBCONTRACTORS. B. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS MADE, THE CONTRACTOR SHALL SUBMIT (ON REPRODUCIBLE MYLAR) ONE SET OF AS -BUILT DRAWINGS INDICATING ALL CHANGES AND MODIFICATIONS MADE TO THE PROJECT DURING CONSTRUCTION. 1) PROVIDE THE LANDLORD WITH COPIES OF RECORD DRAWINGS AND 0 & M MANUALS AS REQUIRED. 19. PUNCH LIST /CLOSE -OUT: UPON NOTIFICATION, THE ARCHITECT & TENANT SHALL PREPARE PUNCH LIST OF THE PROJECT AND THE GENERAL CONTRACTOR SHALL MAKE GOOD ALL PUNCH LIST ITEMS TO THE SATISFACTION OF THE ARCHITECT I TENANT PRIOR TO FINAL PAYMENT. THE GENERAL CONTRACTOR SHALL : -FINAL CLEAN SITE. - RESOLVE ALL PUNCH LIST ITEMS. -TEST AND BALANCE HVAC SYSTEM. - SUBMIT TWO COPIES OF ALL O &M MANUALS. -SUBMIT COPIES OF MANUFACTURERS WARRANTIES. -SUBMIT RECORD ATTIC STOCK - LEAVE ON SITE ATTIC STOCK FOR CEILING TILE AND FLOOR TILE. NOTE: THE GENERAL CONTRACTOR SHALL Be DIRECTLY RESPONSIBLE FORANY EXPENSES INCURRED BY THE ARCHITECT FOR ADDITIONAL VISITS AS A RESULT OF PUNCH LIST ITEMS NOT CORRECTED BEFORE THE FOLLOW -UP VISIT. 20. GUARANTEE: THE GENERAL CONTRACTOR SHALL GUARANTEE THE WORK FOR ONE (1) YEAR AFTER THE SUBSTANTIAL COMPLETION OF ALL WORK. A. GUARANTEE/WARRANTY CERTIFICATES BY THE MANUFACTURER SHALL BE SUBMITTED AS APPROPRIATE. B. REFER TO OTHER SECTION OF THE SPECIFICATION FOR ADDITIONAL GUARANTEENVARRANTY REQUIREMENTS. DIVISION 02: SITE WORK: 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR ANY NOTES RELATED TO DEMOLITION WORK. 2. THE GENERAL CONTRACTOR IS TO DEMOLISH AND REMOVE FROM THE PREMISES IN A MANNER ACCEPTABLE TO ANY JURISDICTIONAL AGENCIES, HE LANDLORD, AND THE APPROVAL OF THE ARCHITECT, ALL WORK SO INDICATED OR REQUIRED SYRASM MAY DIRECTED DOCUMENTS OR AS MAY BE DIRECTED IN THE FIELD REMOVED H SHALL THE ANY XI TINTS TO BE REMOVED SHALL INCLUDE ANY EXISTING CONSTRUCTION, FURNISHINGS, EQUIPMENT OR FINISHES NOT TO REMAIN IN THE COMPLETED 3. LAYOUT WORK: A GENERAL CONTRACTOR ITYSER SHANESANDEALL EXISTING THEM T SERVICE THROUGHOUT AND PROTECT THEM THROUGHOUT THE CONSTRUCTION PERIOD. B. GENERAL CONTRACTOR SHALL LAY OUT WORK AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS, MEASUREMENTS OF THE BUILDING UTILITIES, AND OTHER WORK EXECUTED UNDER THE CONTRACT. C. LANDLORD! TENANT GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS THEY MAY APPLY TO EXISTING CONDITIONS WITH PARTICULAR EMPHASIS ON DIMENSIONS MARKED"VERIFY"ORVERIFYINFIELDN (V.I.F.) NOTIFY ARCHITECT AND TENANT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING NCIESBENSINNTHE WRITTEN FORM. WON D. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT D TENANT BEFORE PROCEEDING AN CORRECTION FSUCHITEMSWILLBET E RESPONSIBILITY OF THE CONTRACTOR. DIVISION 03: CONCRETE WORK: 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A SMOOTH TRANSITION BETWEEN STORE FLOORS AND ADJACENT FLOORS. STORE FLOOR MAY REQUIRE LATEX FEATHERING OR, WHERE POSSIBLE, GRINDING DOWN OF STORE SUBFLOOR TO ALLOW FOR A SMOOTH TRANSITION, IF FLOOR GRINDING IS NOT PERMITTED BY LANDLORD CONTACT ARCHITECT. 2. (when applicable) NEW OR ADDITIONAL CONCRETE WORK STAIRS, STOOPS, RAMPS, ECT. REFER TO ALL DRAWINGS FOR ADDITIONAL CONCRETE SPECIFICATIONS. DIVISION 04: MASONRY: when applicable) ( 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL MASONRY SPECIFICATIONS. z. PROOUCrs: A LINTELS AND BOND BEAMS: (IF 4. PLASTIC LAMINATES: A. ALL LAMINATE SURFACES, EDGES AND ADJACENT MATERIALS TO BE FREE OF ALL ADHESIVES, MARKINGS, CHIPS AND SURFACE BLEMISHES. REMOVE WRAPPINGS. B. PLASTIC LAMINATES TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. ALL EDGES TO BE FLUSH, TRUE AND STRAIGHT, WITHOUT GAPS. ADJACENT LAMINATED PANELS TO BE CONCEALED SPLINE JOINTS. C. LAMINATE TO BE INSTALLED OVER MEDIUM DENSITY PARTICLE BOARD. SPACKLE AND SAND SMOOTH TO AVOID TELEGRAPHING OF FASTENER LOCATIONS, BACKER, EDGES, ETC. D. ALL LAMINATE ED MECHANICAL H BE FASTENED A WITH CONCEALED STCHANICAL FASTENERS Al- (ACHED TO SUBSTRATE FRAMING AND WITH ADHESIVES. SET WITH BLOCKS AND CLAMPS UNTIL ADHESIVES HAVE DEVELOPED ADEQUATE BONDING STRENGTH. DIVISION 07: THERMAL & MOISTURE PROTECTION: 1. SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO VAPOR BARRIER, BUILDING INSULATION, MEMBRANE ROOFING SYSTEM,'EIFS' SYSTEM, FLASHING, COPING /FASCIA, AND SEALANTS. 2. BUILDING INSULATION (WHEN APPLICABLE). A. 12"LTHIC SOUNDATrENUADONBA 3 INSULATION THICK SOUND ATTENUATION AN BATE INSULATION CONFORMING TO ASTM C665 AS MANUFACTURED BY OWENS CORNING FIBERGLASS "FIRECODE 60 ", R19. B. WALL INSULATION - THERMAL BATT -1 1/2" THICK FOILFACED BATT INSULATION - TYPE 703, R 6.5 C. WALL INSULATION - THERMAL BATT - 31I2" THICK FOILFACDBATT INSULATION - TYPE 705,R152 (WHEN APPLICABLE) DIVISION 06: DOORS, WINDOWS & GLASS: 1. SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, WOOD AND METAL DOORS MD FRAMES, METAL WINDOWS, GLASS AND GLAZING AND HARDWARE. 2. WOOD AND STEEL DOORS (when applicable): A. STEEL DOORS (EXTERIOR): GRADE III, EXTRA HEAVY DUTY, SEAMLESS COMPOSITE CONSTRUCTION, SHOP PRIMED, WITH INSULATED CORES AND FIRE RATED AS NOTED ON ON THE DRAWINGS. ACCEPTABLE MANUFACTURERS INCLUDE CECO, KEWANEE OR STEELCRAFT. B. WOOD DOORS (INTERIOR): 1 314" THICK SOLID CORE AND HOLLOW CORE CONSTRUCTION WITH WOOD VENEER FACES. FABRICATE DOORS IN ACCORDANCE WITHAWISTANDARDS. 1) VENEER TO BE BIRCH, ROTARY SLICED WITH RANDOM MATCH GRAIN FOR PAINT FINISH. 2) PROVIDE CUTOUTS FOR GLAZING AS NOTED ON THE DRAWINGS. 3. METAL FRAMES (when applicable): A. METAL FRAMES (EXTERIOR): 16 GAUGE . WITH INSULATED CORE, SHOP PRIMED, WELDED FRAMES AND 4" MASONRY HEAD. B. METAL FRAMES INTERIOR):16GAUGE, SHOP PRIMED, KNOCK -DOWN TYPE FOR DRYWALL SLIP -ON ASSEMBLY, UNLESS OTHERWISE NOTED. 4. ALUMINUM DOORS AND WINDOWS (when applicable): A. ALUMINUM SYSTEM SHALL MATCH EXISTING STOREFRONT SYSTEM. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR FABRICATION MANUFACTURER'S INSTALLATION. B. ALUMINUM ENTRANCE DOORS SHALL MATCH EXISTING STOREFRONT SWINGING DOORS WITH INTERMEDIATE MULLIONS AS SHOWN ON THE DRAWINGS. C. COLOR TO MATCH EXISTING MALL STOREFRONT. 5. HARDWARE: FURNISH AND INSTALL HARDWARE AS NOTED ON THE HARDWARE/DOOR SCHEDULE. 6. GLASS (when applicable): A. GLASS (EXTERIOR) STOREFRONT TO MATCH EXISTING ADJACENT GLAZING. GLAZING TO BE TEMPERED WHERE REQUIRED BY CODE. B ALL INTERIOR STOREFRONT GLASS TO BE , PURCHASED BY G.C. GLASS SHALL BE U2" TEMPERED GLASS AS MANUFACTURED BY PPG INDUSTRIES C. FLOAT GLASS (INTERIOR, when applicable): CLEAR, 1I4" THICKNESS. D. WIRE GLASS VISION PANEL (when applicable) CLEAR FULLY TEMPERED, 1/4" THICKNESS E. PROVIDE NEOPREME GASKETS AND GLAZING TAPE AT ALLSTOP5(INTERIORGLAZING). 5. RESILIENT FLOORING AND BASE: INCLUDES VINYL TILE, COMPOSITION TILE, VINYL BASE, AND (when applicable) SHEET VINYL. A. PRODUCTS - AS INDICATED IN THE FINISH SCHEDULE. B. INSTALLATION: 1. VINYL COMPOSITION, &vINYLTILEFLOOas TO BE PROPERLY PREPARED WITHOUT HOLES, CRACKS AND BUMPS TO INSURE A FIRST CLASS FLOOR INSTALLATION. 2. VINYL COMPOSITION FLOOR TILE AND VINYL TILE TO BE INSTALLED IN RECOMMENDATIONS. MANUFACTURER'S 3. VINYL BASE ROLLED SMOOTH, CORNERS ORN,SEA SEEDERSOBEETPUEA° SIZE OF SMALLEST PIECE TO BE 8 INCH LENGTH. 4. ALL VINYL BASE SHALL BE FURNISHED WITH PREFORMED INSIDE AND OUTSIDE CORNERS. 5. CONCRETE SUBSTRATE - SHALL BE CLEAN, SMOOTH AND FREE OF DEFECTS. 6, AFTER INSTALLATION, CLEAN, MANUFACTURERS RSINS R CTE MANUFACTURER'S INSTRUCTION. C. DELIVER TO OWNER REPLACEMENT TILES IN THE AMOUNT OF 10% OF MATERIALS (ATTIC STOCK). 6. CERAMIC TILE (when applicable) A. PREPARATION OF SURFACES: 1. SUBSTRATE SHALL BE FURNISHED CLEAN, SMOOTH AND LEVELED TO A TOLERANCE OF NO MORE THAN 1/4" IN TEN FEET. JOINTS, CONSTRUCTION SEAMS, AND OTHER IRREGULARITIES ARE TO BE FILLED, LEVEL AND SMOOTH WITH QUALITY PRODUCTS MEETING INDUSTRY TILECO STANDARDS TRACT SPECIFIED ASSOCIATES, NATIONAL THE TILE COUNCIL OF AMERICA. LNO OR CONTAMINANTS SUCH AS GREASE, WAX, OIL, SEALERS CURING MEMBRANES, AND OLD ADHESIVE MUST BE COMPLETELY REMOVED. EXPANSION JOINTS MUST BE PROVIDED AS PER SPECIFICATIONS MD MATERIALS DETAILED BY TILE COUNCIL OF AMERICA INSTALLATION HANDBOOK, SEE EJ171 -89. 2. ALL CONCRETE MUST BE SCOURED (ALSO AFTER PATCHING OR LEVELING) WITH 3-1/2" OPEN GRIT PAPER TO LOOSEN DIRT AND REMOVE WEAK CONCRETE. B. INSTALLATION OF FLOORING: 1. INSTALLATION BETHI SET METHODS WILL R THIN SET METHODS E STRICT ACCORD WITH MANUFACTURER'S RECOMMENDATIONS CONTAINED IN EACH BOX OF MATERIAL. ACCEPTED METHODS BY THE TILE COUNCIL OF AMERICA INCLUDING USING THE PROPER TROWEL (1/4 "X3 /8"X1 /4" },BEATING-IN AND BACK - BUTTERING. THESE TECHNIQUES, ESPECIALLY FOR LARGER TILE, MUST BE FOLLOWED TO OBTAIN PROPER TRANSFER AND LEVELNESS. 2. CLOSE AREA TO NORMAL TRAFFIC FOR 24 HOURS (OR LONGER) DEPENDING ON TYPE OF MATERIAL AND MANUFACTURER'S RECOMMENDATION. FLOORING WILL BE PROTECTED FROM CONSTRUCTION TRAFFIC AFTER LAYING AND GROUTING. 3. PROVIDE SETTING AND MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE AND COLOR OF GROUT AND SETTING MATERIALS. 7. CARPETING: (when applicable) A. INSTALLATION: 1. PREPARE SUBSTRATE FOR CARPET: CLEAN, SCRAPE, FILL AND LEVEL FLOOR AS REQUIRED FOR NEW CARPET. 2. INSTALLATION TO BE DIRECT GLUE -DOWN METHOD, USING LATEX MASTIC - ROBERT SEAM SEALER #4015, CAPITAL ADHESIVES OR EQUAL. 3. GENERAL CONTRACTOR TO INSTALL METAL ANGLE PER DETAIL ON DRAWINGS. MITER CUT CORNERS AND NAIL TO SUBFLOOR. 4. ALL DEBRIS TO BE LEGALLY REMOVED FROM PREMISES. SEE NOTE #6. 5. SEE SHT. A -1 FOR TRANSITION STRIP LOCATIONS AND FINISH SCHEDULE THIS SHT. FOR SPECS. 6. CLEAN AND VACUUM AFTER INSTALLATION. ANY SCRAPS LARGER THAN 48" SHALL BE ROLLED AND TURNED 1. THE CONTRACTOR SHALL REVIEW DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. , 2. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK, ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS, SPRINKLERS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 3. CONTRACTOR SHALL NOT DISTURB THE DELIVERIES AND FUNCTION OF ADJACENT TENANTS OR BUILDING'S OPERATION DURING THE ENTIRE DURATION OF THE PROJECT. 4. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. FLOOR PLAN PREPARED BY ARCHITECT SUPERSEDE ALL OTHERS. ALL DIMENSIONS MARKED OR NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL FINISHES. 5. THESE GENERAL CONDITIONS APPLY TO ALL DRAWINGS IN THIS SET AND SHALL EXTEND TO ANY CHANGES, EXTRAS OR ADDITIONS AGREED TO DURING THE COURSE OF THE WORK. 6. ALL WORK IS TO CONFORM WITH ARCHITECTS DRAWINGS AND SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AS REQUIRED TO FULFILL THE INTENTIONS OF THE DOCUMENTS. 7. ALL CONSTRUCTION SHALL CONFORM TO AND BE IN ACCORDANCE WITH, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS HAVING JURISDICTION 8. ALL WORK SHALL BE COMPLETED FOR THE AGREED CONTRACT PRICE WITHOUT RECOURSE TO LABOR STOPPAGES OR REVISIONS OF GOVERNING REGULATIONS, LAWS AND CODES. UNLESS NOTED BY THE CONTRACTOR(S) IN THE BID FOR THE PROJECT, ALL WORK SHALL BE COMPLETED AS SHOWN WITHOUT LIMITATIONS, EXCLUSIONS OR MODIFICATIONS. 9. AFTER THE JOB IS IN PROGRESS, THE CONTRACTOR(S) SHALL NOT PROCEED"WITH ANY ADDITIONAL WORK OR CHANGES FOR WHICH ADDITIONAL COMPENSATION IS EXPECTED WITHOUT WRITTEN "CHANGE ORDER" AUTHORIZED BY THE TENANT /OWNER OR ARCHITECT IF APPOINTED AS THE OWNERS/TENANTS REPRESENTATIVE. FAILURE TO OBTAIN PRIOR AUTHORIZATION CAN INVALIDATE A CLAIM FOR ADDITIONAL COMPENSATION. 10. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH THE LANDLORDS RULES AND REGULATIONS ON MATERIAL HANDLING, EQUIPMENT, DEBRIS, ELEVATOR AND /OR LOADING DOCK AVAILABILITY, AND ALL THERE TENANT CONSTRUCTION REGULATIONS. 11. MAINTAIN ALL EXISTING BUILDING SERVICES IN USE AT ALL TIMES UNLESS PERMISSION IS RECEIVED IN WRITING FROM THE LANDLORD TO TEMPORARILY INTERRUPT SERVICE. PERMANENTLY RECONNECT ALL SERVICES DISRUPTED BY THE PROJECT WORK WHETHER WITHIN OR OUTSIDE OF THE CONTRACT LIMIT LINES. 12. ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS UNLESS AUTHORIZED IN WRITING BY THE LANDLORD AND /OR OWNER/TENANT. 13. IF APPLICABLE TO THE PROJECT, PASSENGER ELEVATORS SHALL NOT BE USED BY THE TRADES AT ANY TIME DURING THE PERFORMANCE OF THE WORK. 14. TIME IS OF THE ESSENCE AND THE CONTRACTOR(S) SHALL KEEP SUFFICIENT PERSONNEL ON THE JOB AT ALL TIMES TO PERFORM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, AND SOUND BUSINESS PRACTICE. THE CONTRACTOR(S) SHALL CONFIRM THAT ALL ITEMS WILL BE ORDERED, FABRICATED AND INSTALLED PRIOR TO THE AGREED UPON COMPLETION DATE. EXCEPTIONS WILL NOT BE ALLOWED WITHOUT WRITTEN AUTHORIZATION OF THE OWNERSITENANTS REPRESENTATIVE PRIOR TO THE PLACEMENT OF THE ORDER. 15. THE CONTRACTOR(S) SHALL PROVIDE TEMPORARY WALLS, ENCLOSURES, AND DUST PROOF BARRICADES AS REQUIRED FOR SAFETY, TO CONTROL AND MINIMIZE DUST FROM DEMOLITION AND CONSTRUCTION OPERATIONS, AND TO EFFECTIVELY SEPARATE WORK AREAS FROM OTHER OCCUPIED AREAS. THE CONTRACTORS SHALL EXERCISE ALL DUE CARE AND BE RESPONSIBLE FOR CONTRACTOR(S) ANY DAMAGE TO EXISTING CONDITIONS AND PROVIDE PROTECTION DEVICES TO MAINTAIN SAME. VERIFY WITH OWNERITENANT AND LANDLORD ANY SPECIAL REQUIREMENTS TO PROTECT BUILDING SYSTEMS, EQUIPMENT OR COMPUTERS. 16. DO NOT CLOSE, OBSTRUCT, OR STORE MATERIAL IN WALKWAYS, PASSAGEWAYS, STAIRS OR OTHER it MEANS OF EGRESS. 17. NO USE OF ARC WELDING BLOWTORCH EQUIPMENT SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNERITENANT OR LANDLORD. 18. CONTRACTOR(S) MUST PROVIDE TEMPORARY LIGHTING FOR THE PERFORMANCE OF HIS WORK AS WELL THAT REQUIRED TO INSURE PUBLIC SAFETY IN OR AROUND THE PREMISES. BROAD FORM PROPERTY DAMAGE; AUTOMOBILE COVERAGE, AND CONTRACTUAL LIABILITY.) 1) BODILY INJURY: $4,000,000.00 EACH OCCURRENCE 84,000,000.00 AGGREGATE 2) PROPERTY DAMAGE (INCLUDING WATER DAMAGE AND SPRINKLER LEAKAGE, LEGAL LIABILITY). $4,000,000.00 EACH OCCURRENCE $4,000,000.00 AGGREGATE 3) PRODUCTS AND COMPLETED OPERATIONS SHALL BE MAINTAINED FOR A MINIMUM OF ONE 1 YEAR AFTER FINAL PAYMENT AND CONTRACTOR SHALL CONTINUE TO PROVIDE EVIDENCE OF SUCH COVERAGE TO OWNER ON AN ANNUAL BASIS DURING THE AFOREMENTIONED PERIOD. 4) PROPERTY DAMAGE LIABILITY INSURANCE SHALL INCLUDE COVERAGE FOR EXPLOSION AND COLLAPSE. 5) CONTRACTUAL LIABILITY (HOLD HARMLESS COVERAGE): BODILY INJURY: $2,000,000.00 EACH OCCURRENCE PROPERTY DAMAGE: $2,000,000.00 EACH OCCURRENCE $2,000,000.00 AGGREGATE 6) PERSONAL INJURY (WITH EMPLOYMENT EXCLUSION DELETED): $2,000,000.00 EACH PERSON D. COMPREHENSIVE AUTOMOBILE LIABILITY (OWNED, NON - OWNED, HIRED) BODILY INJURY: $2,000,000.00 EACH PERSON $2,000,000.00 EACH ACCIDENT PROPERTY DAMAGE: $2,000,000.00 EACH OCCURRENCE E. OTHER INSURANCE AND BONDS AS MAY BE REQUIRED N THE LANDLORD (VERIFY LO D) REQUIREMENTS WITH THE LANDLORD). 5. CONTRACTOR (G.C.): THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND TRANSPORTATION NECESSARY, WHETHER STATED OR IMPLIED, TO COMPLETE THE WORK AS DESCRIBED ON THESE DRAWINGS AND SPECIFICATIONS. A. REFER TO THE DIVISION OF WORK FOR A BREAKDOWN OF THE VARIOUS RESPONSIBILITIES OF ALL INVOLVED PARTIES. ALL CONTRACTORS, VENDORS AND TRADES ARE RESPONSIBLE FOR THE VARIOUS PROVISIONS OF THE SPECIFICATION AS IT APPLIES TO THEM. B. INSTALL ALL SYSTEMS, COMPONENTS, ASSEMBLIES, FIXTURES, HARDWARE AND FINISHES PER THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. C. IMMEDIATELY REPAIR ALL DAMAGE TO ANY SYSTEMS OR COMPONENTS BEING MAINTAINED AT NO COST TO THE LANDLORD. D. PROTECT ALL PEOPLE AND PUBLIC OR PRIVATE CONSTRUCTION AND PUBLIC OR PRIVATE PROPERTY FROM DAMAGE EXCEPT BULK MATERIALS, TO T HE TENANT (COPY TO THE ARCHITECT). C. PRODUCT WARRANTY: TY:SUBMIT MANUFACTURER'S PRODUCT AND MATERIAL INFORMATION TO TENANT (COPY TO THE ARCHITECT). 13. INSPECTION AND TESTING: THE GENERAL CONTRACTOR SHALL EMPLOY AND PAY FOR AN INDEPENDENT FIRM (APPROVED BY THE ARCHITECT) TO PERFORM INSPECTION AND TESTING REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. A. SUBMIT TESTING AND INSPECTION RESULTS TO THE ARCHITECT, AND TENANT FOR THEIR FILES. 14. TEMPORARY SERVICES: PROVIDE TEMPORARY SERVICES NECESSARY TO COMPLETE THE CONSTRUCTION INCLUDING (BUT NOT LIMITED TO): ELECTRICITY, LIGHTING, HVAC, TELEPHONE, FACSIMILE MACHINE, WATER SERVICE, SANITARY FACILITIES, FIRE PROTECTION EQUIPMENT, FENCES /BARRICADES AND SECURITY. A. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY BARRICADES, TEMPORARY CONSTRUCTION, DUSTSHIELDS, AND SCAFFOLDING REQUIRED TO COMPLETE THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BARRICADE MAINTENANCE, REMOVAL AND REPAIR, CLEANUP OR ANY RECONSTRUCTION REQUIRED AS A RESULT OF THE BARRICADE. B. GENERAL CONTRACTOR IS TO BE FAMILIAR WITH ALL LANDLORD CRITERIA. SPECIAL WORKING CONDITIONS PERTAINING TO BARRICADES, NOISE, DUST, TRASH REMOVAL, ETC. AND TO COORDINATE WITH LANDLORDS. C. GENERAL CONTRACTOR MUST HAVE A JOB PHONE ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD AND PROVIDE NUMBER AND NAME OF CONTACT TO ARCHITECT AND TENANT IMMEDIATELY. 15. SITE ACCESS: COORDINATE SITE ACCESS, WORK HOURS, WORKER PARKING, LOADING AND AND STORAGE OF MATERIALS WITH THE LANDLORD. 16. JOB SAFETY REQUIREMENTS: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY DURING CONSTRUCTION. PROVIDE AND POST SAFETY RULES AT THE JOBSITE. 17. CLEANING /FINAL CLEANING: MAINTAIN SITE IN A CLEAN AND ORDERLY FASHION AT ALL TIMES. FINAL CLEAN THE ENTIRE SITE, DISPOSING OF ANY REMAINING DEBRIS AND TRASH, VACUUMING OR SWEEPING AND MOPPING FLOORS AND CLEANING ALL GLAZED, TILED, PAINTED, ETC. SURFACES FOR SUBSTANTIAL COMPLETION. A. GENERAL CONTRACTOR SHALL PAY FOR ALL SCAVENGER SERVICES, BE RESPONSIBLE FOR REMOVAL OF DEBRIS FOR ALL TRADES (INCLUDING OTHER CONTRACTORS AND VENDORS) AND FOR KEEPING THE JOB SITE CLEAN AT ALL TIMES. B. TENANT GENERAL CONTRACTOR TO PROVIDE FINAL DEEP CLEANING OF ALL WOOD, GLASS, AND METAL FIXTURES, STOREFRONT GLAZING INSIDE AND OUT, VACUUMING OF CARPET, MOPPING AND WAXING OF VCT FLOORING, MOPPING AND BUFFING OF SOLID VINYL FLOORING PRIOR TO TURN OVER TO OPERATING COMPANY. APPLICABLE) 1. INSTALL LINTELS WHERE NOTED ON THE DRAWINGS. 2. INSTALL BOND BEAMS WHERE NOTED ON THE DRAWINGS; REINFORCE AS DETAILED AND GROUT SOLID. B. REMOVE EXCESS MORTAR AND CLEAN SURFACES UPON COMPLETION OF MASONRY INSTALLATION. DIVISION 05: METALS: 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS RELATED TO STRUCTURAL METAL WORK. 2. (when applicable REFER TO ALL DRAWINGS FOR applicable) METAL WORK, RAILINGS, ADDITIONAL AR REFER HANDRAILS, ETC. DIVISION 06: WOOD AND PLASTIC: 1. SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, ROUGH CARPENTRY (WOOD BLOCKING ) AND FINISH CARPENTRY (CABINETRY, WOOD IM, HARDWARE AND ACCESSORIES). 2. ROUGH CARPENTRY: WOOD BLOCKING A. PROVIDE SOLID BLOCKING IN STUD WALLS WHERE ALL FIXTURES OR DEVICES ARE TO BE MOUNTED., ALL WOOD BLOCKING SHALL BE FIRE RESISTANT TREATED. B. ALL DIMENSIONAL LUMBER TO BE FIRE RETARDANT WITH U.L. RATING "NON- COMBUSTIBLE. 3 TRIM: FINISH CARPENTRY: CABINETRY, AND WOOD A. ALL MILLWORK SHALL COMPLY WITH THE APPROPRIATE SPECIFICATIONS OF "THE ARCHITECTURAL QUALITY STANDARDS ILLUSTRATED" OF THE AMERICANW00DWORK INSTITUTE (AWI) FOR "CUSTOM" GRADE MILLWORK. B. PAINT GRADE FINISH LUMBER SHALL BE POPLAR' OR 'BIRCH' SANDED SMOOTH AND FREE OF BLEMISHES OR ABRASIONS. ALL WOOD SHALL HAVE TIGHT AND UNIFORM JOINTS. C. MILLWORK CONTRACTOR SHALL VERIFY ALL DIMENSIONS AFFECTING HIS WORK IN THE FIELD PRIOR TO FABRICATION. D. FIXTURE MILLWORK AS NOTED ON DRAWINGS IS SUPPLIED BY TENANT AND INSTALLED BY TENANT GENERAL CONTRACTOR. E. SOME FIELD ASSEMBLY OF MILLWORK IS REQUIRED. FOLLOW SHOP DRAWING ACCOMPANYING MILLWORK. ALL FIELD ASSEMBLED MILLWORK TO BE SCRIBED AND JOINED ACCURATELY. F. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S SHOP DRAWINGS. G. MAKE ALL JOINTS INCONSPICUOUS MAINTAINING A UNIFORM FLUSH CONNECTION USING COMBINATION OF SCREWS, DOWELS AND GLUE. BLIND FASTEN WHERE POSSIBLE. WHERE BLIND FASTENINGS IS IMPOSSIBLE, DRILL HOLES UNIFORMLY, SET AND PUTTY HEADS AND FINISH AS APPLICABLE TO SURFACE. H. CUT ENDS OF HALF ROUND TRIM TO HAVE EXPOSED END GRAIN SANDED SMOOTH, SEALED AND FINISHED. F. MIRRORS TO HAVE ELECTROPLATED COPPER BACKS, EXPOSED MIRROR EDGES TO BE POLISHED AND CONCEALED EDGES TO BE PAINTED FLAT BLACK. USE NON-STAINING MIRROR MASTIC FOR CEMENTING MIRRORS TO WALL. MIRRORS CEMENTED TO WALL SHALL HAVEACONTINUOUSBEADOFSILICONE CEMENT AROUND ENTIRE EDGE OF MIRROR AND WALL. DIVISION 09: FINISHES 1. TO: GYP GYPSUM WORK D SYSTEM, , SU IS NOT LIMITED AC U TICA BOARD SYSTEMS, SUSPENDED FLOORING, ACOUSTICAL CEILINGS, RESILIENT FLOORI CARPET, PAINTING AND WALL COVERING AND FLOOR COVERING. A ALL EXIT WAY WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT MORE THAN CLASS II AND FLAME SPREAD INDEX OF 75 OR LESS. ALL OTHER WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT MORE THAN CLASS III AND FLAME SPREAD OF 200 OR LESS. 2. GYPSUM BOARD SYSTEMS: INCLUDES METAL STUDS AND GYPSUM BOARD WALLS AND ALL REQUIRED METAL BEADS, CORNER TRIM, FASTENING DEVICES, ETC. A. ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE BUILT IN ACCORDANCE WITH THE GUIDELINES OF THE MOST RECENT VERSION OF THE "GYPSUM CONSTRUCTION HANDBOOK" OF THE UNITED STATES GYPSUM COMPANY. B. GYPSUM BOARD SHALL BE 5/8" THICK, TYPE AS INDICATED ON THE DRAWINGS. ALL DRYWALL TO BE TAPED, RECEIVE THREE COATS TO HAVE MSANDED. LL CO ER BEAD BEDD ED EDGES SANDED FOR FINISH. C. METAL STUDS SHALL BE 20 GAUGE GALVANIZED STEEL'C'SHAPED. FASTENERS SHALL BE TYPE 'W DRYWALL SCREWS. STRUCTURAL STUDS - CEE (WHEN REQUIRED) SHALL BE BY DALEIINCOR. D. PROVIDE SOUND INSULATION IN PARTITIONS WERE NOTED ON DRAWINGS. E. ACCESS DOORS, WHERE INDICATED OR AS REQUIRED, SHALL BE PROVIDED TO ALL CONTROL DEVICES, CLEAN OUTS, DAMPERS, AND THE MIXED AIR DISCHARGE AND INTAKE PLENUMS AT THE HVAC UNIT (VERIFY WITH LANDLORD) BY G.C. 3. SUSPENDED CEILING SYSTEM: (when applicable) 3.1 2'X2' ACOUSTICAL CEILING AND GRID SYSTEM. A. CEILING TO BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S PUBLISHED SPECIFICATIONS AND CURRENT BULLETIN OF ACOUSTICAL MATERIALS ASSOCIATION -JOB CONDITIONS. B. SUSPENSION SYSTEM TO BE RIGID CEILING GRID SYSTEM WITH CROSS FURRING CHANNELS - DIRECT SUSPENSION SYSTEM. C. ALL FIXTURES INSTALLED IN LAY -IN CEILING SHALL BE PLACED IN CENTER OF CEILING TILE UNLESS DIMENSIONED OTHERWISE. D. DELIVER TO OWNER REPLACEMENT TILES IN THE AMOUNT OF 10% OF MATERIALS (ATTIC K)• STOCK). 4. CONCRETE FLOORS: (when applicable) A. CONCRETE FLOORS TO BE PROPERLY PREPARED STOINWITHOUT HOLES, CLASS LOOK BUMPS AT INSURE A FIRST CLASS FLOOR INSTALLATION. OVER TO THE TENANT (ATTIC STOCK). 8. PAINTING: A. PAINT SHALL BE MANUFACTURER AND COLOR AS NOTED IN THE SCHEDULES. B. ALL SURFACES TO RECEIVE PAINT SHALL BE PROPERLY PREPARED AND SHALL BE CLEAN AND FREE OF DUST, BLEMISHESANDABRASIONS PRIOR TO APPLICATION OF FINISH. G.0 TO FOLLOW FLOOR COVERING MANUFACTURER SPECIFICATIONS FOR APPLYING PAINT& u ACCEPT B TIE TO PAI T MNUF BC URE AS ACCEPTABLE DETERMINE TO /NET THAT IF MOISTURE RESULTS DETERMINE THAT ADDITIONAL MOISTURE PROTECTION IS REQUIRED. ALL WORK SHALL BE PERFORMED AS PART OF INITIAL CONTRACT & SHALL BE INCLUDED IN INITIAL BID. EXTRAS WILL NOT BE ALLOWED. C. ALL SURFACES TO BE PAINTED SHALL RECEIVE ONE (1) COAT OF PRIMER AND TWO (2) FINISH COATS. D. PAINT COLORS-SEE FINISH SCHEDULE. E. GENERAL CONTRACTOR TO FILL AND TOUCH UP ALL NAIL HOLES IN WOOD TRIM. F. ALL ELECTRICAL PLATES AND DEVICES S CTRICAL TO RECEIVE E FINISH AS NOTED ON EMP SPECIFICATIONS. 9. ENGINEERED WOOD FLOORING: A. MATERIALS: 1. PROVIDE MATERIALS AS NECESSARY FOR A COMPLETE INSTALLATION. 2. UNDERFLOOR MATERIAL TO BE AS SPECIFIED IN FINISH SCHEDULE. 3. FINISHES TO BE AS SPECIFIED IN THE FINISH SCHEDULE. B. INSTALLATION 1. INSTALL PER MANUFACTURER'S DIRECTIONS. 2. PROVIDEMOISNRETEST 3. PROVIDE MANUFATURER RECOMMENDED MOISTURE BARTER AS NEENED DIVISION 10: MISCELLANEOUS SPECIALTIES: 1. SCOPE OF WORK INCLUDES TOILET ROOM ACCESSORIES AND ANY OWNER SUPPLIED MISCELLANEOUS SPECIALTIES. 2. TENANTS GENERAL CONTRACTOR (TGC) SHALL INSTALL OWNER SUPPLIED MISCELLANEOUS SPECIALTIES (AS NOTED). 3. ALL EXTERIOR ILLUMINATED STORE SIGNS SHALL BE FURNISHED AND INSTALLED BY TENANT SIGN CONTRACTOR. TENANT SIGN CONTRACTOR TO PROCURE ALL NECESSARY APPROVALS AND PERMIT, PRIOR TO FABRICATION AND/OR INSTALLATION OF SIGNS. GENERAL CONTRACTOR TO PROVIDE FINISHED SIGN FASCIA MD ACCESS TO BULKHEAD INTERIOR AS REQUIRED FOR ELECTRICAL WIRING AND CONNECTION. FINAL CONNECTION BY GENERAL CONTRACTOR. DIVISION 11: EQUIPMENT: & DIVISION 12: FURNISHINGS: TENANTS GENERAL CONTRACTOR (TGC) TO INSTALL OWNER NOTED); SUPPLIED FURNISHING AND EQUIPMENT (AS DIVISION 14: CONVEYING SYSTEMS: CONSTRUCTION: & NOT APPLICABLE. DIVISION 15: MECHANICAL: & DIVISION 16: ELECTRICAL: REFER TO THE MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFICATIONS RELATED TO HVAC, PLUMBING 19. 20. 21. 22. 23. 24. 25, 26. 27. 28. 29. a REMOVE DEBRIS AS WORK PROGRESSES. MAINTAIN THE PREMISES IN A NEAT AND CLEAN CONDITION. THE FURNISHING OF REFUSE CONTAINERS, CARTS, EQUIPMENT, LABOR AND THE ' (IF SCHEDULING OF ELEVATOR AND /OR LOADING DOCK PROJECT) APPLICABLE TO (IF SHALL BE THE RESPONSIBILITY OF THECONTRACTOR( S). UPONCOMPLETIONOFALLWORK ,REMOVEALL MATERIALS AND RUBBISH OF ANY SORT AND PROVIDE FINAL CLEAN UP OF PREMISES. GENERAL CONTRACTOR IS TO COORDINATE ALL DELIVERIES WITH THE LANDLORD'S DESIGNATED REPRESENTATIVES GENERAL CONTRACTOR IS TO ACQUIRE AND CONFORM TO THE LANDLORDS CRITERIA AND CONDITIONS FOR GENERAL CONTRACTORS. TENANT GENERAL CONTRACTOR IS NOT PERMITTED TO ATTACH OR SUSPEND ANY COMPONENTS EQUIPMENT TO THE BOTTOM CHORD OF JOISTS OR TO THE ROOF DECK. ALL WALL CONSTRUCTION SHALL BE SUPPORTED BY THE TOP CHORD OF THE STRUCTURAL JOISTS. COORDINATE ALL FLOOR CUTS WITH THE OPERATIONS DIRECTOR FOR THE MALL ALL FIRE SPRINKLER WORK IS TO BE COMPLETED BY THE LANDLORD APPROVED SPRINKLER CONTRACTOR, AT THE GENERAL CONTRACTOR'S EXPENSE. COORDINATE THIS WORK WITH THE SITE LANDLORD REPRESENTATIVE. TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGES DONE TO THE LANDLORD / MALL PROPERTY AT THEIR OWN EXPENSE. SIGNAGE SHOP DRAWINGS MUST BE SUBMITTED FOR LANDLORD AND CITY REVIEW AND APPROVAL. TENANTS GENERAL CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION BARRICADE AND TRASH TENANT'S DUMPSTERS AT THEIR OWN EXPENSE AND SHALL BE COORDINATED WITH LANDLORD'S REPRESENTATIVE. i TENANTS GENERAL CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL LANDLORD I MALL RULES AND REGULATIONS OR AS DIRECTED BY THE ON SITE LANDLORD REPRESENTATIVE. TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS AND MUST NOTIFY THE ARCHITECT / OWNER IMMEDIATELY IF SITE CONDITIONS CONFLICT WITH fH ESE PLANS. , APPROVAL OF THE TENANT'S CONSTRUCTION DOCUMENTS AND SPECIFICATIONS DOES NOT RELEASE THE TENANT OR THE TENANTS GENERAL CONTRACTOR FROM COMPLYING WITH THE _EASE AGREEMENT AND ALL APPLICABLE BUILDING CODES AND GOVERNING REGULATIONS. RECEIVED `, SEP 3 0 2011 li 277 C�'{�p t�bM! 16I� / ON - NEVI EWE® �� pp CODE C ®IVI PLIAN �9 �r �� ®� OCT 2 7 2011 City of Tukwi DIVISION IT IS THE OWNER'S GENERAL CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND VERIFY EXACT LOCATION OF WORK AREA WITH LANDLORD REPRESENTATIVE. CONTRACTOR MUST NOTIFY OWNER AND THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08105/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM / L ` 09/09/11 BUILDING COMMENTS/\ 09/27/11 a a1 CO CO N O LO 0 N a--a- d' CV ) u, NJ�ti 5234 n. 'rf`Y`!3 ANCHiTECT JOSEPH A. GEOGHEGASN, Jr. STATE OF W 'HINGTON. k ti _ THE . OVE " WINGS AN ECIFICATIONS AND l i AS, D= GNS AND A- NGEMENTS REPR NTE REMAI E PR RTY OF THIS OFFICE: AND NO PAR HERE, , HALL BE COPIED, DISCLOS ' TO 0 RS OR USED IN THE CONNED OTHER TT WHICH TH 'EVELOPE" THIS OFF T SE DRA CO TITUTE ACC ANCE N WITH ANY WORK OR PROJECT THE SPECIFIC PROJECT FOR HAVE BEEN PREPARED AND THOUT THE WRITTEN CONSENT VISUAL CONTACT WITH GS OR SPECIFICATIONS SHALL NCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN •IONS ON THESE DRAWINGS SHALL HAVE - - CEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RGLA SOLUTIONS, INC. 02011 ROBERT G. LYON &ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 SPECIFICATIONS AND GENERAL NOTES DRAWN BY CHECKED D BY KAKISL JOB NUMBER 11098 SHEET NAME G -0 "1 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DESCRIPTION DOES NOT APPLY EXIST. TO REMAIN GEN.CONTR. LANDLORD TENANT/ OWNER VENDOR REMARKS DESCRIPTION DOES NOT APPLY EXIST. TO REMAIN GEN.CONTR. LANDLORD TENANT/ OWNER VENDOR REMARKS DESCRIPTION DOES NOT APPLY EXIST. TO REMAIN GEN.CONTR. LANDLORD TENANT/ OWNER VENDOR REMARKS FURN. I INST. FURN. 1 INST. FURN. I INST. FURN. I INST, FURN. I INST. FURN. I INST. FURN. I INST. FURN. I INST. FURN. I INST. FURN. I INST. FURN. I INST. FURN. I INST. DIVISION 01: GENERAL REQUIREMENTS DIVISION 16: ELECTRICAL AS APPLICABLE 1 1 1 • 1 • 1 1 1 1 I I 1 ACOUSTICAL TILE CEILING • • SERVICE/MAIN /SUB - PANELS! TRANSFORMERS • DIVISION 02: SITE WORK ADD'L SUB - PANELS DISTRIBUTION, J- BOXES, WIRING & OUTLETS • • DEMOLITION • • SLAB CUTS AS REQUIRED FOR ALL IN FLOOR POWER REQUIREMENTS VINYL STRIP FLOOR TILE • UNDERGROUND CONDUIT & J -BOXES & FLOOR BOXES • • SITE WORK • • VINYL COMPOSITION TILE • UNDERGROUND WIRING, BOXES • • PLYWOOD BARRICADES • • TEMP •AS REQUIRED BY OWNER VINYL FL RBFIXTU ES) PERIMETER WALL FIXTURES AND • WIRING & J -BOXES FOR FIXTURES • • REMOVE ALL THINSETS AND ADHESIVES • • AS REQUIRED AT CARPET REMOVAL VINYL BASE (ALL WALLS AND COLUMNS) • • EXTERIOR SIGN WIRING & TIME CLOCKS • • DIVISION 03: CONCRETE FLOOR TRANSITION STRIPS • • EXTERIOR LIGHTING • CONCRETE SLAB • WALL COVERING • • REFER TO ELEVATIONS MUST BE CLASS "A' INTERIOR GENERAL LIGHTING WA-AMPS • • 4' HIGH CONCRETE PAD • PAINTING STOREFRONT (EXTERIOR) • • IRING TIM RS & J-BOX FOR INTERIOR TRACK LIGHTING AND • • DIVISION 04: MASONRY PAINTING STOREFRONT (INTERIOR) • • INTERIOR ACCENT LIGHTING WILAMPS • • EXTERIOR PERIMETER WALL • PAINTING GENERAL STORE INTERIOR WALLS • • REFER TO ELEVATIONS EXIT & EMERGENCY LIGHTING • • • AS REQUIRED PAINTING INTERIOR DOORS & FRAMESANINDOW FRAMES • • POWER REQUIREMENTS FOR MECHANICAL EQUIPMENT • • DIVISION 05: METALS PERIMETER WALL FIXTURES • • WEATHER PROOF RECEPTACLE @ EA HVAC UNIT • STRUCTURAL FRAMING SYSTEMS • APPLIES TO NEW WINDOW OPENINGS FRP PANELS • • DOOR CHIME WITRANSFORMER & PUSH BUTTON • • DIVISION 10: MISCELLANEOUS SPECIALTIES ' FIREALARMSYSTEM • • • • • COORDINATE WITH VENDOR TOILET ROOM ACCESSORIES • v • EAS SECURITY SYSTEM DIVISION 06: WOOD & PLASTICS TOILET ROOM MIRRORS • • SECURITY SYSTEM (GENERAL) • ROUGH CARPENTRY • • AS APPLICABLE TO EACH CONTRACTORS SCOPE OF WORK EXTERIOR SIGNS • • CONDUIT, J- BOXES, COVERPLATES FOR SOUND SYSTEM • • • • COORDINATE WITH VENDOR FINISH CARPENTRY • • CASH COUNTERIRECEPTION DESK • • SCRIBE TO FLOOR TELEPHONES J-BOXES, COVERPLATES, WIRES FOR • • MILLWORK • • AS APPLICABLE TO CONTRACTORS SCOPE OF WORK SALES AREA FIXTURES • • CONDUIT, SECURITY SYSTEM, J -BOXES COVERPLATES • • RESTROOM TRIM AND MOLDINGS • • INTERIOR SIGNAGE & GRAPHICS (NON•ILLUMINATED) • • TELEPHONE SERVICE CONDUIT STUB • WALL BLOCKING IN BACK AREAS FOR SURFACE MTD. STANDARDS • • BLOCKING TO BE FIRE RATED INTERIOR SIGNAGE (ILLUMINATED) _ • • BLOCKING FOR PERIMETER WALL FIXTURES • • AS REQUIRED RECEIVING ROOM SHELVING, UPRIGHTS AND BRACKETS • MISC. ALL BLOCKING WITHIN WALLS FOR ACCESSORIES AND ANCHORING • • SOUND SYSTEM & SPEAKERS • • • • COORDINATE WITH VENDOR FORK LIFTS • SALON FIXTURESISEATINGIWALLICABINETS • SCOPE & ROD WASTE LINE • DIVISION 07: THERMAL & MOISTURE CONTROL OFFICE FIXTURES, SHEVLING, UPRIGHTS & BRACKETS • WIRELESS ACCESS POINT • ROOF INSULATION • SAFE • PLASTIC CLEAR CORNER GUARDS • ON ALL OUTSIDE CORNERS IN HALLWAYS ROOF ACCESS AND LADDER • COFFEE MAKER • WATER HEATER BOLLARD • 1 1/2" INSULATION ON FURRED OUT PERIMETER WALLS • FIRE EXTINGUISHERS • • COMPLY WITH LOCAL CODE REQUIREMENTS - G.C. TO PURCHASE FROM NFS- SEE CONTACT BELOW ETEGERE STORAGE (ABOVE OFFICE) STOCK • ROOFING PATCH • SECURITY SYSTEMS • TEMPORARY LIGHTING DURING CONSTRUCTION PER OSHA STANDARDS REGULATIONS (STANDARDS 29CFR) ILLUMINATIONS - 1926.56 AS REQUIRED DIVISION 08: DOORS, WINDOWS & GLASS LOCKERS • PHONE BOARD 2' -0" X 4' -0" X 314" FIRE TREATED PLYWOOD • __ EXTERIOR DOORS, FRAMES &HARDWARE • SIGNAGE • • • COORDINATE WITH VENDOR INTERIOR DOORS, FRAMES & HARDWARE • • REFER TO DOOR SCHEDULE AND PLANS AWNINGS • • • COORDINATE WITH VENDOR STOREFRONT GLAZING SYSTEM • • VALANCE SIGNAGE & SAFTEY DECALS • • AS REQUIRED BY BUILDING OFFICIALS SOLID SURFACE COUNTERTOPS • PLUMBING FIXTURES • • COLUMN ENCLOSURES • DIVISION 09: FINISHES DEMISING PARTITION, CONSTRUCTION • • • G.C. I5 TO PATCH AND REPAIR & ADD BLOCKING AS REQUIRED DUE TO DEMOLITION TO MAINTAIN INTEGRITY OF CONSTR. 1 RATING INTERIOR STUD /GYP. PARTITIONS • • FURRED GYP. BD. ON MASONRY WALLS /CONCRETE • • • PORCELAIN/CERAMIC TILE • GROUT & TILE SETTING MATERIALS • 1 DIVISION OF WORK /RESPONSIBILITY SCHEDULE RESPONSIBILITY NOTES: AND INSTALL OWNER SUPPLIED LOOSE FIXTURES INCLUDING ALL ELECTRICAL LIGHT FIXTURES IN WITH OWNER) & DISPOSE OF ALL PACKING FOR SPRINKLER, LIFE SAFETY, WITH OWNER ON AUDIO SYSTEM REQUIREMENTS. b 1 I • G.C. TO RECEIVE, UNLOAD AND PERIMETER MILLWORK, MILLWORK, (COORDINATE MATERIALS. • COORDINATE WITH SUBCONTRACTOR SIGNAGE AND AWNINGS. • VERIFY AND COORDINATE 17 7 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION RECEIVED SEP 3 0 2011 PER IC R rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 11098 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM A\ 09/09/11 BUILDING COMMENTS 09127/11 C O 7,,,5284 r.._..,•. =12 ‘') REC:S:'`c...frD ARCHITECT JOSEPH A. GEOGI1EGA,N, Jr. Q STATE OF WASHINGTON O L 1 THE ABO DRA NGS AND S AND IDEA SAND AR REPRESEN D T - EBY ARE • -HALL REMAINTH= ROP= TYOFTHIS • ICE; AN NO PART TH = OF ' • L BE COPIED, DISCLOSED T R USED IN THE CONNECTION TH AN ORK OR PROJECT OTHER THAN T SPEC PROJECT FOR WHICH THEY HA BEEN PREPARED AND DEVELOPED WIT • UT THE WRITTEN CONSENT OF THIS OFFICE. SUAL CONTACT WITH THESE DRAWING R SPECIFICATIONS SHALL ONSTITUTE CON • SIVE EVIDENCE OF CEPTANCE OF T SE RESTRICTIONS. WRI N DIMENSIO • ON THESE DRAWINGS SHALL VE PRECE NCE OVER SCALED DIMENSI • CONT CTORS SHALL VERIFY AND BE RES • E FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC. ® 2011 ROBERT G. LYON & ASSOCIATES, INC. CORT 1230 ANDOVER PARK EAST TUKWILA, WA 98188 RESPONSIBILITY SCHEDULE DRAWN BY RS CHECKED BY MNG JOB NUMBER 11098 SHEET NAME G0.2 Cart Showroom, Offices and Clearance Center oorn urnbe Roo -411111111110„„„„„„„„, Occu art 101 Cort Fumiture Solutions M 1295 30 43 102 Customer Solution Center M 598 30 20 103 Cort Event Solutions M 1007 30 34 104 Cort Office Solutions M 584 30 19 105 Loft / Apartment M 726 30 24 106 Toilet Room Hallway Accessory Storage Area 89 300 0.30 107 Women's Toliet Room Accessory Storage Area 91 300 0.30 108 Men's Toliet Room Accessory Storage Area 69 300 0.23 109 Halfway Accessory Storage Area 83 300 0.28 110 Consultation and Event Planning Room B 110 100 1.10 111 Hallway Accessory Storage Area 104 300 0.35 112 Office Complex B 231 100 2.31 113 Private Office #1 B 123 100 1.23 114 Private Office #2 B 113 100 1.13 115 Private Office #3 B 113 100 1.13 116 Existing Private Office #4 B 113 100 1.13 117 Hallway Accessory Storage Area 120 300 0.40 118 Breakroom Accessory Storage Area 113 300 0.38 119 120 121 122 Clearance Center Storage Accessory Storage Area 113 300 0.38 Total Gross Area: 20123 Total Occupancy Load = 202 OCCUPANCY LOAD 1 MEANS OF EGRESS ANALYSIS EXISTING EXIT 4> TO REMAIN 60' -0" EXISTING EXIT TO REMAIN 0 EXISTING CLEARANCE CENTER TO REMAIN - NOT IN CONTRACT (2) TWO EXITS ARE REQUIRED (3) THREE EXITS ARE PROVIDED - EXISTING GENERAL CONTRACTOR TO VERIFY EXISTING EMERGENCY EGRESS LIGHTING ARE IN WORKING ORDER. PROVIDE EMERGENCY LIGHTING WHERE REQUIRED BY BUILDING INSPECTOR. T 4 7 %( O� 9 1! <9), CZ<‘• a. 0 r 1 0 uf I`. TO EXIT ROUTE 0 0 '9% 0 EXISTING WAREHOUSE TO REMAIN - NOT IN CONTRACT (2) TWO EXITS ARE REQUIRED (2) TWO EXITS ARE PROVIDED - EXISTING GENERAL CONTRACTOR TO VERIFY EXISTING EMERGENCY EGRESS LIGHTING ARE IN WORKING ORDER. PROVIDE EMERGENCY LIGHTING WHERE REQUIRED BY BUILDING INSPECTOR. 9 CM 13' -6" 0 1 1 1 O Zo N r r _ — -- — ... -� M p ,_ i 1, EGRESS PLAN 3/32= r -0" • NORTH EXISTING EXIT TO REMAIN EXISTING EXIT TO REMAIN -- -TM - - -- J EXISTING EXIT TO REMAIN D MERCANTILE AND BUSINESS AREAS (2) TWO EXITS ARE REQUIRED (2) TWO EXITS ARE PROVIDED ALL AISLE ACCESSWAYS TO COMMON PATH OF TRAVEL IN THE PUBLIC AREAS SHALL NOT EXCEED 30 FEET AND SHALL HAVE AT LEAST 30" MINIMUM CLEAR WIDTH 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot- candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. b V77 J REVIEWED FOR ODE COMPLIANC APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rg1a.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' 09/02/11 ADDENDUM / \ 09/09/11 BUILDING COMMENTS/\ 09/27/11 m i 1 . m CO OCS COO co ID co N 0 N 1— 10 0 . - -r!'N o h ��titi — co co r; r- et flu co co 5284 0.� E: 0 0 rr r4, t ARC;IITECT JEEP11 A. GEGIIEGAti, 1 STATE OF WASHINGT E ABOVE Dy D IDEAS, D •RESENTEI; R {, IN THE P' NO DIS DIS 1 . SED TO CON CTION OTHE''- WHICH TH DEVELOP OF THIS OFFI THESE DRAWIN HA WI S AND SPECIFICATIONS GNS AND ARRANGEMENTS EREBY ARE AND SHALL PERTY OF THIS OFFICE: AND F SHALL BE COPIED, THERS OR USED IN THE ANY WORK OR PROJECT SPECIFIC PROJECT FOR BEEN PREPARED AND UT THE WRITTEN CONSENT SUAL CONTACT WITH S OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 0 2011 RGLA SOLUTIONS, INC. E 2011 ROBERT G. LYON & ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 EGRESS PLAN DRAWN BY RECEIVE SEP 3 0 2011 R JMM CHECKED BY MNG JOB NUMBER 11098 SHEET NAME UNE OF JACEMT '.REHOUSE 1 INO ASPHALT PARXINS ocuzioar STINO'' OM Wad p EXISTING TRUCK iN a PAS 1lVY!X 11144: ra 'EIg•! LxJl;r'II`;IIs `3!'1�E,Ldti`IIIJta *SMOLT 1 i`1 III PARING N 5 E EATING: A1 gemcwwwfmniccgi SITE PLAN 1 ° =201-0° • ��al `CII�11; I IMAt t .HANDOVERPARKHEAST REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION RECEIVED t 1-- aii7 � SEP 3 � 20„ PEW CENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 11098 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM A\ 09/09/11 BUILDING COMMENTS 09/27/11 CD LO mculO E CD " ra~ - VC'N V = = N O 'Cr • C l CO J 1• f` 0) w N _ — CO CO _ c., CO 0 I > ._ co • Cu, J= o 0 :Om CO LO y— CC°' O 5284 REGISTERED ARCHITECT i JOSEPH A. GEOGHEGAN, Jr. CID STATE OF W 1IGTON. THE AB AND IDEA REPRESE REMAIN TH NO PART T DISCLOSED CONNECTIO OTHER THA WHICH TH DEVELOPED WI OF THIS OFFICE. THESE DRAWIN ONSTITUTE CO EPTANCE OF MA��Mt Q•l INGS ANDS IFICA D. T S AND ARRA EMEN D EBY ARE AN. SHALL R TY OF THIS OFFICE: AN BO • LL BE COPIED, OT OR USED IN THE ITH A • ORK OR PROJECT N E SPE• PROJECT FOR THEY H E BEE EPARED AND OUT TH RITTEN CONSENT ISUAL CONTACT WITH OR SPECIFICATIONS SHALL LUSIVE EVIDENCE OF ESE RESTRICTIONS. WRI DIMENSI NS ON THESE DRAWINGS SHALL ` "E DENCEOVERSCALED DIMENSION . - TRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC. ® 2011 ROBERT a LYON & ASSOCIATES, INC. CORF 1230 ANDOVER PARK EAST TUKWILA, WA 98188 SITE PLAN DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME SP -1 ..33,-_+-...3:ssacsslz......."..........9+:,..... —IT . 10 10 3 4 DEMOLITION GE I L I NG PLAN SCALE: 3/32 = II-0" NORTH 1 8 D F H D J 17 F H H D E H D F D E D E D H H F H D F H A DEMOLITION FLOOR PLAN SCALE: 3/32" = I' -0" NORTH RECEIVED SEP 30 2011 PERMIT CENTER DEMOLITION LEGEND DEMOLITION GE I L I N6 PLAN KEY NOTES EXISTING WALL TO REMAIN EXISTING WALL / ITEM TO BE REMOVED REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila BUILDING DIVISION DEMOLITION NOTE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL AREAS TO BE REMOVED PRIOR TO DEMOLITION. NOTIFY OWNER 4 ARCHITECT IMMEDIATELY IF ANY UNKNOWN CONDITIONS ARE DISCOVERED. AREAS SERVING CLEARANCE CENTER AND WAREHOUSE AREA DO NOT REMOVE ANY UTILITIES SERVING THE CLEARANCE CENTER AND THE WAREHOUSE UNLESS NOTED OTHERWISE. DEMOLITION SCOPE OF WORK ALL DEMOLITION WORK SHALL BE VERIFIED WITH OWNER PRIOR TO START OF DEMOLITION. GOORIDINATE ALL CONSTRUCTION WITH OWNER'S ON -SITE REPRESENTATIVE. 2 4 5 1 '1 10 EXISTING ROOFTOP UNITS TO REMAIN, TYP. OF 4. HVAG DUCTWORK AND ITS COMPONENTS TO BE MODIFIED 4 REMOVED ACCORDINGLY PER MECHANICAL LAYOUT. SEE MECHANICAL PLANS FOR MORE INFORMATION. DO NOT ABANDON ANY HVAG COMPONENTS ON ROOFTOP OR INSIDE OF SPACE. EXISTING UNIT HEATERS TO REMAIN. SEE MECHANICAL PLANS. ALL ABANDONED WIRING / CONDUIT ARE TO BE REMOVED, TYPICAL THROUGHOUT ENTIRE SPACE WHERE AREA OF WORK OCCURS UNLE55 NOTED OTHERWISE. EXISTING CEILING, SOFFITS, TRIMS, FINISHES AND LIGHT FIXTURES ARE TO BE REMOVED, TYPICAL THROUGHOUT ENTIRE TENANT SPAGE UNLESS NOTED OTHERWISE. EXISTING CEILING GRID TO REMAIN AND REMOVE CEILING TILES. GLEAN AND PREPARE CEILING GRID SYSTEM TO BE PAINTED AND NEW ACOUSTIC CEILING TILES TO BE INSTALLED. EXISTING LIGHT FIXTURES TO REMAIN IN CLEARANCE CENTER, TYP. OF I6 EXISTING LIGHT FIXTURES TO REMAIN IN WAREHOUSE AREA. EXISTING SPRINKLER SYSTEM TO REMAIN. SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO ACCOMMODATE NEW CEILING LAYOUT - UNDER SEPARATE WORK PERMIT. SEE SPRINKLER DESIGN DRAWINGS FOR ADDITIONAL INFORMATION AND SCOPE OF WORK. THIS AREA 15 EXISTING TO REMAIN. EXISTING EXTERIOR LIGHTING TO REMAIN DEMOLITION PLAN KEY NOTES A D E G H K N R 5 T U EXISTING EXTERIOR STAIRS AND RAMPS TO REMAIN. EXISTING GLAZING AND ENTRY DOORS TO BE REMOVED - PROVIDE PROPER MEANS OF EGRESS DURING DEMOLITION 4 CONSTRUCTION IN THIS AREA. EXISTING EXTERIOR OVERHANG AND LIGHT FIXTURES ARE TO BE REMOVED. PATCH, REPAIR AND PREP THIS AREA FOR NEW FINISHES. EXISTING FLOORING AND BASE (VGT, TILE, CARPET, ETC) INCLUDING ALL ADHESIVES THROUGHOUT THIS AREA TO BE REMOVED, TYPICAL UNLESS NOTED OTHERWISE. ALL EXISTING INTERIOR PARTITIONS AND PARTITION BUILD -OUTS / FURR-OUTS TO BE REMOVED UNLESS NOTED OTHERWISE. EXISTING MILLWORK (INCLUDING ALL FIXTURES, SLATWALL, CABINETS AND WORKSPACES, ETC) THROUGHOUT THIS AREA TO BE REMOVED, TYPICAL UNLESS NOTED OTHERWISE. EXISTING PARTITION TO REMAIN. REMOVE ALL EXISTING BASE, TRIMS, CORNICES, AND FINI 1I CS ON WALLS. PATCH, REPAIR, TAPE, SAND AND PREPARE SURFACE AS REQUIRED TO RECEIVE NEW FINISHES. ALL EXISTING ELECTRICAL, VOICE AND DATA COMPONENTS ARE TO BE REMOVED UNLESS NOTED OTHERWISE. DO NOT LEAVE ANY ABANDONED WIRING OR CONDUITS. EXISTING TOILET ROOM AND ALL FIXTURES + ACCESSORIES (WATER CLOSET, LAVATORY, FAUCET, SHOWERS, TOILET PAPER HOLDER, GRAB BARS, ETC) ARE TO BE REMOVED. EXISTING KITCHEN FIXTURES, CABINETS AND FIXTURES TO BE RELOCATED INTO NEW BREAKROOM. REMOVE AND STORE UNTIL INSTALLATION. VERIFY WITH OWNER ON EXACT REQUIREMENTS. EXISTING GLAZING TO REMAIN. EXISTING ELECTRICAL PANELS TO REMAIN. EXISTING ELECTRICAL TRANSFORMER TO REMAIN REMOVE ELECTRICAL PANELS - SEE ELECTRICAL PLAN FOR NEW LOCATION. REMOVE DOORS, FRAME, HARDWARE UNLESS NOTED OTHERWISE. EXISTING DOORS TO REMAIN - GLEAN AND PREP DOOR AND FRAME TO RECEIVE NEW FINISHES. REMOVE COLUMN BUILDOUT ENCLOSURE. VERIFY EXACT TYPE, SIZE AND LOCATION OF COLUMNS. NOTIFY OWNER 4 ARCHITECT IMMEDIATELY IF DIFFERS FROM CONSTRUCTION PLAN. THIS AREA TO REMAIN GUT WINDOW OPENING, SIZE TO MATCH EXISTING WINDOWS ON SOUTH 4 WEST BUILDING ELEVATIONS. SEE CONSTRUCTION PLAN FOR DETAILS. DEMOLITION GENERAL NOTES I. COORDINATE DEMOLITION WITH BUILDING MANAGEMENT AND LANDLORD. 2. DEMOLITION NOTES ARE GENERAL FOR SPECIFIC AREAS AND MAY NOT DOVER ALL DEMOLITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION AS INDICATED ON DRAWINGS AND WILL INCLUDE DEMOLITION AND ALTERATIONS REQUIRED FOR NEW CONSTRUCTION. 3. ALL BUILDING DEMOLITION AND REMOVAL SHALL BE CONDUCTED AS TO NOT AFFECT THE BUILDINGS OPERATION. SPECIAL CARE WILL BE TAKEN WITH REGARD TO ALL BUILDING SERVICES AND UTILITIES AS NOT TO CAUSE ANY DISRUPTIONS TO THE BUILDING. 4. THE DEMOLITION CONTRACTOR SHALL U5E EXTREME CAUTION IN DEMOLITION OF EXISTING STRUCTURE. VERIFY ANY ITEMS STRUCTURAL IN NATURE AND SCHEDULED FOR DEMOLITION WITH THE ARCHITECT PRIOR TO WORK. 5. AT ALL AREAS OF REMOVAL (WALLS, CEILINGS, FLOORS, EQUIPMENT, ETC) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT THE SOURCE, AND REMOVING OR GAPPING ANY ELECTRICAL, GAS, PLUMBING, AND MECHANICAL SYSTEMS THAT ARE UNCOVERED AND NOT SCHEDULED FOR REUSE. REROUTE AND CONTINUE ANY SYSTEM THAT MUST BE RETAINED FOR ADJACENT BUILDING AREAS. b. REMOVE ALL EXISTING MECHANICAL EQUIPMENT PLUMBING FIXTURES, PIPING SYSTEMS, ETC. NOT BEING USED. DO NOT ABANDON. 1. DEMOLITION PLANS ARE FOR GENERAL SCOPE. GENERAL CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITION AND COORDINATE REQUIRED DEMOLITION WITH TENANT 4 TENANT'S ARCHITECT. 8. WHEN EXISTING MECHANICAL, ELECTRICAL AND PLUMBING FIXTURES AND /OR EQUIPMENT ARE TO BE REMOVED, THEY ARE TO BE DISCONNECTED AT THE SOURCE, UNLESS NOTED OR DIRECTED OTHERWISE. GOORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL AND PLUMBING PLANS. q. ALL EXISTING DUCTWORK TO BE REMOVED UNLESS NOTED OTHERWISE. ALL ABANDONED HVAG EQUIPMENT AND DUCTWORK SHALL BE REMOVED UPON DISCOVERY. 10. ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL, TELEPHONE OUTLETS, AND ALL ASSOCIATED WIRES IN WALLS TO BE REMOVED AND TERMINATE AT THE LAST OUTLET THAT REMAINS IN SERVICE. II. ALL EMPTY OR ABANDONED CONDUIT AND JUNCTION BOXES TO BE REMOVED. 12. DEMOLITION CONTRACTOR SHALL REMOVE ALL EXISTING FLOOR COVERINGS AND /OR FINISHES, UNDERLAYMENT, GLUE AND ANY OTHER ADHESIVE; AND SHALL PATCH REPAIR CONCRETE SLAB AS REQUIRED TO ACCOMMODATE FINAL FLOOR PREP. 13. ALL ABANDONED UTILITIES ARE TO BE REMOVED AS DIRECTED BY LANDLORD OR AS SPECIFIED BY BUILDING MANAGEMENT. COORDINATE WITH BUILDING MANAGEMENT AND LANDLORD AS NECESSARY. 14. ALL FIREPROOFING AT STRUCTURAL ELEMENTS SHALL REMAIN, UNLESS NOTED OTHERWISE. ANY FIREPROOFING REMOVED AND /OR DAMAGED DURING THE COURSE OF DEMOLITION SHALL BE REPLACED WITH THE SAME MATERIALS AND RATING AS THAT WHICH 1M5 REMOVED AT THE CONTRACTOR'S EXPENSE. 5. PRIOR TO SAWGUTTING OF EXISTING SLAB, G.G. 15 TO VERIFY WITH THE LANDLORD THE LOGATION OF ANY AND ALL EXISTING UTILITIES RUNNING THROUGH THE SPADE. IF IT 15 DETERMINED THAT UTILITIES ARE PRESENT , BUT EXACT LOCATIONS ARE NOT KNOWN, THEN THE G.G. SHOULD XRAY THE SLAB. 16. USE CARE DURING DEMOLITION 50 AS NOT TO DISTURB THE REMAINING WALLS, CEILINGS, PIPING AND DUCTWORK. EXISTING DUCTWORK TO BE REVISED BY SHEET METAL CONTRACTOR. GENERAL CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING DUCTWORK AND SPRINKLER LINES AFFECTED BY THE DEMOLITION. 11. DEMOLITION CONTRACTOR SHALL REMOVE EXISTING CARPET OR OTHER FLOOR COVERINGS AND GLUE AND PREPARE THE FLOOR FOR NEW FLOOR COVERINGS PER MANUFACTURER SPEGIFIGATIONS (UNLESS NOTED OTHERWISE). 18. TENANT RESERVES THE RIGHT TO RETAIN ITEMS AS DE5IRED. THE CONTRACTOR SHALL REMOVE RETAINED ITEMS TO A STORAGE AREA AS DIRECTED BY THE TENANT OR HI5 REPRESENTATIVE. ALL OTHER MATERIALS AND DEBRIS SHALL BE REMOVED FROM THE BUILDING SITE IMMEDIATELY. Iq, GONTRAGTORS ENGAGED SHALL BE PROTECTED BY THE PROPER INSURANCE AND SHALL FILE EVIDENCE THEREOF WITH THE OWNER'S AGENT, INCLUDING HOLD HARMLESS PROTECTION FOR THE TENANT AND ARCHITECT. 20. DEBRIS FROM THE DEMOLITION SHALL BE REMOVED PROMPTLY FROM THE SITE BY MEANS APPROVED BY THE LANDLORD AND AUTHORITIES HAVING JURISDIGTION. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rg1a.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' 09/02/11 ADDENDUM / \ 09/09/11 BUILDING COMMENTS 09/27/11 cis ■ 141 CD N � T N O co J_ mi o o m moo_ >a� E . C 0 e 0 c i E 0 CO CA 5284 REGISITRED ARCHITECT a3% JOSEPH A. GEOGHEGA,N, Jr. 'Q 'I STATE OF WA 1U\ iTON O T R REMAIN NO PART ISCLOSE ONNECTI HER TH ICH TH ELOPE IS 0 D E OF HEA EVE `, INGSAND ECI CATIONS AND ID' 3, D NS AND NGEMENTS EPRE TED REBY ARE D SHALL D OF THE CONS ACCEPT E PRO RTY OF TH OFFICE: AND EREO ALL BE COPIED, 1 0 OT S OR USED IN THE • WITH ANY WORK OR PROJECT A' HE SPECIFIC PROJECT FOR THEY VE BEEN PREPARED AND D HOUT THE WRITTEN CONSENT FFIC• VISUAL CONTACT WITH RAWIN� OR SPECIFICATIONS SHALL TE CO LUSIVE EVIDENCE OF ESE RESTRICTIONS. WRITTEN DIM ' 1 S ON THESE DRAWINGS SHALL HAVE PREC DENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC. ® 2011 ROBERT G. LYON & ASSOCIATES, INC, CORT 1230 ANDOVER PARK EAST TUKWILA, WA 98188 DEMOLITION FLOOR & CEILING PLAN DRAWN BY JM /MNG CHECKED BY MNG JOB NUMBER 11098 SHEET NAME D -1.1 AGGESS I B I L I TY S I CHASE DOOR "TYPES DOOi? NOTES 09/02/11 DOOR SCHEDULE /%i NOT ITEM DOOM OPENING A FRAME Mj ,KG REMARKS ARKS }� I. THE MAXIMUM FORGE FOR PUSHING OR PULLING ALL INTERIOR DOORS SHALL BE 5 LBF. 2. ALL DOORS SHALL SWING TO A TO A FULL OPEN POSITION WHEN AN OPENING FORGE OF NOT TO EXCEED 5 POUNDS 15 APPLIED TO THE LATGH SIDE. 3. CONTRACTOR SHALL SUPPLY d INSTALL A READILY VISIBLE, DURABLE SIGN ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED" LETTERS SHALL BE I" HIGH BLACK d MOUNTED ON A CONTRASTING BACKGROUND. WHEN UNLOCKED DOORS SHALL SWING WITHOUT THE OPERATION OF ANY LATCHING DEVICE. CONTRACTOR SHALL VERIFY d CONTACT THE ARGHITEGT IMMEDIATELY IF THE EXISTING HARDWARE DOES NOT MEET THE AFORE MENTIONED CONDITIONS. 4. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. WHEN UNLOGKED DOORS SHALL SWING WITHOUT THE OPERATION OF ANY LATCHING DEVICE. GONTRAGTOR SHALL VERIFY EXISTING HARDWARE d CONTACT THE ARCHITECT IMMEDIATELY IF THE EXISTING HARDWARE DOES NOT MEET ANY OF THE AFORE MENTIONED CONDITIONS. ROOM NAME/ LOCATION 1=— p H y MATERIAL z MATERIAL z 11. \ aN _'� 6' GRADE 2 BRAILLE 1 " \ / EXTERIOR DOOR HARDWARE CLEAR GLASS m �_ \ / \ I O FRONT ENTRY EXIT (EXISTING) I (2) 3' -0' 1' -0" EXISTING EXISTING EXISTING ALUM) GLASS EXISTING ALUM ALUM I00 ';,;,,,,, ' • . /`' EXTERIOR /SALES AREA m \ 22 TOILET ROOM 2 3b° 7' O" 13/4" SIG WOOD TBD. N.M. TBD. DESCRIPTION OF OF DOOR. SIGN ON A BLUE 51 �N�� O3 TOILET ROOM 2 3' -0° 1-0 13/4° 5/G WOOD TBD. H.M. TBD. ACCESSIBLE . a • 4 ■ < \ TYPE I TYPE 2 O EVENT PLANNING 2 3' -0" T -0" I -3/4° 5/G How TBD. H.M. TBD. DOOR SIGNAGE MIN. 6" X 6" SIGN W/ VERBAL BRAILLE ACCESSIBILITY LOCATED ON LATCH SIDE COLORS TO BE WHITE FIGURE $ LETTERS BACKGROUND. j� "j GGESSI LJ I L ( I 1 IEDULE HARDWARE SCHEDULE ALUMINUM 4 GLASS 5.G. WOOD OE:: HALLWAY 3 4' --I 3/4" T -0" WA N/A WA WOOD WA 0 PROVIDE CORNER GUARDS ON OUTSIDE GORNERS 100 EXTERIOR / ENTRY EXISTING DOORS ATV DOOR HARDWARE. 6G SHALL CONFIRM PANIC HARDWARE CONFIRMS NTH U1305 AND SECTION 1008110 OF THE INTERNATIONAL BUILDING GODS DOORS SHAH ,6T± Ma BE UNLOCKED FROM THE INSIDE IF EXISTING HARDWARE 6 OFFIGE COMPLEX 2 3' -0° 7' -0" I -3/4' S/G WOOD TBD. H.M. TBD. - OFFICE 2 3' -0' 7' -0° 13/4' S/G WOOD TBD. H.M. TBD. CD DOES NOT COMPLY, 6G SHALL INSTALL SUCH HARDWARE. CONFIRM ALL `SPEEDS, CLOSERS, ASTRAGALS, AND OTHER COMPONENTS ARE IN PROPER FUNCTIONING CON OION. fil SCALE: N.T.S. 6' OE:: OFFICE 2 3' -0° T -0" 13/4' S/G WOOD TBD. N.M. TBD. OE:: OFFIGE 2 3' -0° T -0" I-3/4' 5/G WOOD TBD. M.M. TBD. I® 0 TOILET ROOMS BEST PA5SA&E LEVER 13K& -O-N -I D-53 -626, LEVER TYPE 10 HALLWAY 2 3' -0■ 1 -0" I -3/4" 5/G WOOD TBD. N.M. TBD. II BREAK ROOM 4 3' -0" T -0" WA WA WA WOOD WA 103 PROVIDE CORNER GUARDS ON OUTSIDE GORNERS HINGES: STANLEY FBS26 41/2' X 4-I/2' 0528 FULL MORTISE BUTT HINGES HARDWARE FINISH: 11526 - 171A.1.1:HROMIUM STANDARD FINISH Pl. LOCK: SCHLAGE B511 RESTRDOM OCCUPANCY INDICATOR DOOR BOLT (FOR MEN'S TOILET ROOM ONLY) 12 HALLWAY 2 3' -0° T -0" 1 -3/4" S/G WOOD TBD. N.M. TBD. • TYPE 3 TYPE 4 . , :fl \ 13 OFFIGE 2 3' -0" T -0" 1 -3/4" S/G HOOD TBD. H.M. TBD. HALLWAY OPENING OPENING 14 WAREHOUSE 5 (2) 3' -0' T -0" I -3/4' 5/G WOOD TBD. N.M. TBD. 105 • OFFICE/ CONFERENCE ROOMS ® 4fl� BEST PASSAGE LEVER 73KG- O- N- I5D-53 626, LEVER TYPE HINGES: STANLEY FBB1,14 41/2° x 4-I/2' U528 FUl MORTISE BUTT HINGES WOMEN R3 UNISEX MEN GRADE 2 BRAILLE EXIT EXTERIOR (EXISTING) EXISTING — 3' -0` — — ' -0" 15 15 ING 5T1 H .BD. — — • . o- •1 TYP. ON EDGES INCH AND ON SHALL ADJAGENT WOMEN rill • a I MEN Ir • • lb. / / < \ / '� 13 / HARDWARE FINISH: 11526 DULL CHROMIUM STANDARD FINISH I6 WAREHOUSE (EXISTING) EXISTING 5 (2) 3' -0' 7' -0° EXISTING EXISTING EXISTING N.M. TBD. EXISTING TO PROVIDE SIGNAGE ON DOOR "EMPLOYEES ONLY -NOT OPEN TO THE FUBLIG' PASS - THROUGH OPENING, NO STORAGE ROOM 2 3' -0' T-0" 13/4" S/G If TBD. H.M. TBD. 41 14. LL 14 < THICK WITH GIRDLE I/4 GIRGLE CENTERED THE WALL RESTROOMS a ir • 4 IS APARTMENT / LOFT EXISTING i3' -0° 7'-O" WA WA WA WOOD TBD. O - \ \ Q I 1 " I -0 i 1 ■ -0 I N I -0 IG ELECTRICAL ROOM (EXISTING) EXI 2 ING 3' -01 T -0" EXISTING EXISTING EXISTING N.M. TBD. EXISTING DOORWAYS LEADING 12 INCHES LONG AND THICK AND 12 INGHES TRIANGLE SIGN SHALL THE DOOR AT A HEIGHT BE DISTINCTLY DIFFERENT TO STRIKE SIDE GGE55I X TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE I/4 INCH A VERTEX POINTING UPWARD AND AT THE WOMEN'S FACILITIES A IN DIAMETER, WHERE A UNISEX RESTROOM 15 PROVIDED A COMBINED BE USED AS SHOWN ABOVE. THESE GEOMETRIC SYMBOLS SHALL BE OF 60 INCHES FROM THE FINISH FLOOR AND THEIR COLOR AND CONTRAST FROM THE DOLOR AND CONTRAST OF THE WALL. ALSO ON OF DOOR, MOUNT A GRADE 2 BRAILLE SIGN AT HEIGHT OF 60 INGHES. S I L I TY 5I ENAGE DETAILS 0 PASSAGE DOOR/ HALLWAY PASSAGE LEVIER 73KG o N 1sD-5a e26, LEVER TYPE O \V/ 0 CLEARANCE CENTER (EXISTING 5 (2) 3'-0" T-0" EXISTING EXISTING EXISTING ALUMI GLASS EXISTING EXISTING . . \BEST TYPE 5 TYPE 6 HINGES STANLEY HEM 41/2' x 4112" 11528 FULL MORTISE BUTT HINGES EXIT EXTERIOR (EXISTING) 6 3' -0° T -0" I -3/4' 5/C WOOD H.M. T.BD. ) 5.G. WOOD/METAL METAL DOOR DOOR STOP (FLOOR): "IVES' DOOR STOP *446 =ME La' *4040 SERIES SUPER SMOOTHIE TT/ HOLD OPEN OPTION - SIDE MOUNTING w/ REDUCED OPENNS FORGE KIGKPLATE: 32' WIDE x 8' -10' HIGH - TO FIT ON BOTTOM RAIL HARDWARE FINISH: U526 - DULL CHROMIUM STANDARD FINISH O WAREHOUSE 6 3b" T -0" I -3/4" H.M. TBD. N.M. TBD GG TO PROVIDE SIGNAGE ON DOOR, 'EMPLOYEES ONLY - NOT OPEN TO THE PUBLIC" 21 O los ONE-SIDE LOCKING - PASSAGE DOOR/HALLWAY/ELECTRICAL ROOM BEST PRIVACY LEVER 73KG- 7- L-15D- 53626, LEVER TYPE CI SCALE: N.T5. HINGES: STANLEY EBBI99 4112' X 4-1/2' U526 FULL MORTISE BUTT HINGES DOOR STOP (FLOOR): 'IVES' DOOR STOP *448 CLOSER: LGN' *4040 SERIES SUPER SMOOTHIE N/ HOLD OPEN OPT ION - SIDE MOUNTING N/ REDUCED OPU311N6 FORGE KIGKPLATE: 37 WIDE x 8' -10" HIGH - TO FIT ON BOTTOM RAIL HARDWARE FINISH: U526 - DIAL CHROMIUM STANDARD FINISH ■Lys 106 EXIT DOOR EXISTING DOORS AND DOOR HARDWARE GG SHALL. CONFIRM PANIC HARDWARE CONFIRMS WITH U1305 AND SECTION I008JJ0 OF THE INTERNATIONAL BUILDING CODE DOORS SHALL ALICIM 5 BE UNLOCKED FROM TIE INSIDE. IF EXISTING HARDWARE It 1 • I DOES NOT COMPLY, 66. SHALL INSTALL SUCH HARDWARE. CONFIRM ALL SWEEPS, CLOSERS, ASTRAGALS, AND OTHER COMPONENTS ARE IN PROPER Fi.NGTIONING CONDITION. .n L�r / wPMQB!!Ir ED ■r, i la o IS - ; O - ■r.. - - O iroita O ..............._.-....- •IKIN ._.-.-. ......._....... _._...... ...... .............. ore 4/1 s MIX i GEEIMMEIEUM •IY_ o ty agatumsrunams --- � . . • ., Nlsmrem 1 ,, ` , • b I 1....1.17 7 ., 14 _._ ____. _....._ ... MINI MP REHM 16 COMPLIANCE , APPROVED OCT 2 7 2011 Ci o$ Tukwila `J �.l�Li31NG �mVI ION IS RECEIVED SEP 3 0 2011 iGEl�1'E Zz KEY PLAN — POOR TAGS •+ N.T.S. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM / \ 09/09/11 BUILDING COMMENTS 09 /27/11 C] ;)Jtiti CA CeJ a £a co OD U m m > 4. COD 521 .... ", g)T z cRE `' IUD JOSE: A. CEUi,IE'E,r"I S 1 -/i E OF t liksi h l i'r o f Tim THE ABOVE DRAWINGS AND SPECIFICATIONS ND IDEAS, DESIGNS AND ARRANGEMENTS EPRESENTED THEREBY ARE AND SHALL EMAIN THE PROPERTY OF THIS OFFICE: AND 0 PART THEREOF SHALL BE COPIED, ISCLOSED TO OTHERS OR USED IN THE ONNECTION WITH ANY WORK OR PROJECT THER THAN THE SPECIFIC PROJECT FOR HICH THEY HAVE BEEN PREPARED AND EVELOPED WITHOUT THE WRITTEN CONSENT F THIS OFFICE. VISUAL CONTACT WITH ESE DRAWINGS OR SPECIFICATIONS SHALL NSTITUTE CONCLUSIVE EVIDENCE OF CCEPTANCE OF THESE RESTRICTIONS. RITTEN DIMENSIONS ON THESE DRAWINGS HALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 52011 RGLASOLUTIONS, INC. 52011 ROBERT G. LYON & ASSOCIATES, INC. coRre 1230 ANDOVER PARK EAST TUKWILA, WA 98188 FINISH SCHEDULE DOOR & HARDWARE SCHEDULE, NOTES & DETAILS DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A -0.1 PALL LEGEND PALL TYPES EXISTING PARTITION NEW PARTIAL FIGHT PARTITION EXISTING METAL STUDS/ FURRING STRIPS IIVh!' 4' 1!!JIIIIVIPIuII I` r, a ! PIINlllill !Illllllllllllllllllllllllhll NEW INTERIOR PARTITION EXISTING GYPSUM BOARD TO CEILING METAL STUDS/ FURRING STRIPS TO MATCH EXISTING CONSTRUCTION 5/8' TYPE 'X' GYPSUM BOARD TO CEILING TO 6' ABOVE CEILING EXISTING GYPSUM BOARD NEW 5/8' GYP. BD. TO 6' ABOVE CEILING ON BOTH SIDES NEW 5/8' GYP. BD. BOTH SIDES NEW 5/8' GYP. BD. BOTH SIDES TO 6' ABOVE CEILING ON BOTH SIDES. NBI 5/8' GYP. BD. TO 6' ABOVE CEILING ON BOTH SIDES EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO REMAIN EXISTING METAL STUDS 3 5/8' METAL STUDS 0 16'O.CTODECK MAINTAIN EXISTING FIRE RATING AT EXISTING EXTERIOR WALL; PATCH AND REPAIR ANY DAMAGED AREAS AS REQUIRED NEW 3 5/8' METAL STUDS 0 16'O.G. HEIGHT OF PARTITION VARIES. NBI 3 5/8' METAL STUDS 0 I6'O.G. TO 6' ABOVE CEILING AND BRACE STRUCTURE ABOVE 048' 0.G. 6' METAL STUDS 0 16' O.G TO DECK 5/8' GYPSUM BOARD ON ONE SIDE 3-5/8' METAL STUD TO 6' ABOVE CEILING AND BRACE TO STRUCTURE AT 048' 0.0. NEW 5/8' GYP. BD. TO 6' ABOVE CEILING ON BOTH SIDES 3/4' F.R.T. PLYWOOD 3 5/8' METAL STUDS 0 16' 0.0 TO DECK VARIABLE HEIGHT / LOW HEIGHT PARTITION VARIABLE HEIGHT / LOW HEIGHT PARTITION PLUMBING WALL rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rg1a.com HILL TYPE EXISTING STAIRWAY TO REMAIN 34' -i' REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM , \ 09/09/11 BUILDING COMMENTS/\ 09/27/11 CORT OFFICE EXISTINtS EXISTING ACCESSIBLE UP RAMP TO REMAIN (E) TRANSFORMER TO REMAIN (E) ELECTRICAL EQUIPMENT AND PANELS. EXISTING YAiNEWIMP 4' -2' 15' -5' A fiLiil 1 i.V JOSEPH A. GEOGHEGAN, Jr. STATE OF WASHINGTON aEAR_AWH.E_ r.E R EXISTING, TO REMAIN. ' -II I/2 I0'-9• Y EiMilp T '2SW9titi!r i ilV,IMI•YALf.# f:!w *a ..? •∎ •4.•. 1NNWIIIIIIIIIIIIIIIIIIIIIIII1011N ' • a6m8,66k"' +e. a. r A R RE NO DISC• CON OTHE WHICH DEVEL OF THIS THESE CONSTIT ACCEPT ABO IDEA ESE IN TH TTH SEDT DRAWINGS A ESIGNS AND D THEREBY A OPERTY OFT S O OF SHALL BE OPIED, HERS OR USED IN THE 11' -2 I/2' 11' -3' 11' -3' OF ENTRY EXISTING STAIRWAY TO REMAIN �'3t.�+C.. «:. fsi�AW "..CFii7r74'�TIE*J•.Ri�Ii !s.• .R�'►. J!WdTAM 10' -0' RES 1 ROOM TION ANY WORK OR PROJECT HAN THE SPECIFIC PROJECT FOR EY HAVE BEEN PREPARED AND D WITHOUT THE WRITTEN CONSENT. FFICE. VISUAL CONTACT WITH WINGS OR SPECIFICATIONS SHALL E CONCLUSIVE EVIDENCE OF CE OF THESE RESTRICTIONS. IMENSIONS ON THESE DRAWINGS SHAL ' VE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RGLA SOLUTIONS, INC. 02011 ROBERT G. LYON & ASSOCIATES, INC. II'-2 I/2' 22'-II' M T4-11.14. INTEELINNENHEINEk CORF•� II'-4 I/2' 1230 ANDOVER PARK EAST TUKWILA, WA 98188 • REVIEWED FOR CODE COMPLIANCE APPROVED CONSULTATION AND OCT 2 7 2011 CONSTRUCTION PLAN City of Tukwila BUILDING DIVISION EXISTING, T P EXISTING STAIRWAY TO REMAIN MATCH EXISTING WINDOW IRAMINIG 9' -10' I0' -0' CONSTRUCTION PLAN 5/16' = I' -0" RECEIVED SEP 30 2011 " ERNIT CENTE,1 DRAWN BY JM CHECKED BY MN JOB NUMBER 11098 SHEET NAME A1.1 (AG -2) (AG -5) (AG -4) (AG-67) (AG -1) SINK SINK TOILET ROOM ELEVATION SCALE, I/2• = I' -0' 4 dJ X ISSUED FOR CLIENT AND PERMIT REVIEW II) d QD IAG-3) (aP) XEQ.,EQ.X I XEQ.EQ.X 1 1 — \\\ \ �, N \\\ \ AG -5 [AG -5) 1 I in AG -8 o ® WET-1) o I �- \ 'T7 7 ,.,,,..1 in O [AG -6) n W-I z ry PIn�- ��n�- �t u u W®-I \ 1. TOILET ROOM ELEVATION SCALE, I/2• = I' -0' 4 dJ TOILET ROOM ELEVATION SCALE, 1/2' = I' -0' X ISSUED FOR CLIENT AND PERMIT REVIEW II) d QD IAG-3) W -I CITY COMMENTS / ' 09/02/11 — 09/09/11 \I �, N \ ;,_ _ rn LI AG -5 [AG -5) dJ AG -8 c ® WET-1) 7 'T7 TOILET ROOM ELEVATION SCALE, 1/2' = I' -0' TOILET ROOM ELEVATION SCALE, 1/2' = I'-O' FIXTURE SCHEDULE SUPPLIED 4 INSTALLED BY G.G. AG -I 'AG -5 BOBRIGK E3-5806 SERIES 56" STA I NLESS STEEL HORIZONTAL GRAB BAR BOBRICK 8 -5806 SERIES 42" STAINLESS STEEL HORIZONTAL GRAB BAR BOBRICK 8 -5806 SERIES 18" STAINLESS STEEL VERTI GAL GRAB BAR BOBRI GK B -12860 SURFACE MTD. ROLL - PAPER TOWEL DISPENSER BOBRI GK 8 -2730 SURFACE MTD. TO I LET TISSUE DISPENSER (AG-E5, BOBRI GK 8 -40 SURFACE MTD. LIQUID 50AP DISPENSER BOBRIOK B -2°12 24X36" WALL MIRROR W/ STAINLESS STEEL FRAME SHELF BOBRICK B -22I TO I LET SEAT COVER DISPENSER PROVIDE PRODUCT AS SHOWN. FURNISH INSERTS AND ANCHORING DEVISES FOR THE TYPE OF SUBSTRATE WHERE ACCESSORIES ARE TO BE INSTALLED. USE CONCEALED FASTENERS WHEREVER POSSIBLE. INSTALL EXPOSED MOUNTING DEVICES WITH FASTENERS FINISHED TO MATCH THE ACCESSORIES. THE TENANT G.G. SHALL PROVIDE BACKING IN WALL FOR SECURE ATTACHMENT OF ALL ITEMS AS REQUIRED. 3' -O" \ _ o X ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 QD IAG-3) 4 CITY COMMENTS / ' 09/02/11 — 09/09/11 \I �, N \ ;,_ _ rn > AG-11 dJ AG -8 c ® WB -I TOILET ROOM ELEVATION SCALE, 1/2' = I'-O' FIXTURE SCHEDULE SUPPLIED 4 INSTALLED BY G.G. AG -I 'AG -5 BOBRIGK E3-5806 SERIES 56" STA I NLESS STEEL HORIZONTAL GRAB BAR BOBRICK 8 -5806 SERIES 42" STAINLESS STEEL HORIZONTAL GRAB BAR BOBRICK 8 -5806 SERIES 18" STAINLESS STEEL VERTI GAL GRAB BAR BOBRI GK B -12860 SURFACE MTD. ROLL - PAPER TOWEL DISPENSER BOBRI GK 8 -2730 SURFACE MTD. TO I LET TISSUE DISPENSER (AG-E5, BOBRI GK 8 -40 SURFACE MTD. LIQUID 50AP DISPENSER BOBRIOK B -2°12 24X36" WALL MIRROR W/ STAINLESS STEEL FRAME SHELF BOBRICK B -22I TO I LET SEAT COVER DISPENSER PROVIDE PRODUCT AS SHOWN. FURNISH INSERTS AND ANCHORING DEVISES FOR THE TYPE OF SUBSTRATE WHERE ACCESSORIES ARE TO BE INSTALLED. USE CONCEALED FASTENERS WHEREVER POSSIBLE. INSTALL EXPOSED MOUNTING DEVICES WITH FASTENERS FINISHED TO MATCH THE ACCESSORIES. THE TENANT G.G. SHALL PROVIDE BACKING IN WALL FOR SECURE ATTACHMENT OF ALL ITEMS AS REQUIRED. 3' -O" \ _ o DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 QD IAG-3) 4 CITY COMMENTS / ' 09/02/11 — 09/09/11 \I �, N \ ;,_ _ rn > AG-11 c AG -5) 7 'T7 7 ,.,,,..1 TOILET ROOM ELEVATION SCALE= I/2' = ILO' 3q" TO 41" [AG -3) 3' -O" [AG -2) AG -5 AG -5 3 04 TOILET ROOM ELEVATION SCALE, 1/2" = I'-O• 31 -0" 151 -q" EG. EG. [AG -3) 36" [AG -I) [AG -5J � J X TOILET ROOM ELEVATION SCALE, 1/2' = !co" 31 -0" lilllij�ll!I!lilll 4AG -I 1 AG -5J In 0 En z [AG -5) 10' -lo" AG -7 :7111111111111111111111111111111111 ENLARGED TOILET ROOM PLAN SCALE, 1/2" = WOMEN'S ADA AGGE55IBLE SIGNAGE ®60" A.F.F. \ \ PT -2 31" TO 41" [AG -3) 31 -0" C AG -2 f u r- � L_J L_] [AG -51 (AG -51 a W-1 TOILET ROOM ELEVATION SCALE, 1/2' = I'-0" dJ 9 tt- AG -6) 0 [AG -4) W-I TOILET ROOM ELEVATION SCALE, 1/2" = ILO' ENLARGED TOILET ROOM PLAN SCALE, 1/2' = 1'-0" MEN'S ADA AGGE55I BLE SIGNAGE @ 60" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION RECEIVED SEP 30 2011 PERMITCENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' 09/02/11 ADDENDUM / 1 09/09/11 BUILDING COMMENTS 09/27/11 c0 LO CD N 0 NI�to0 a- d N O I d' -I I CO CD o EL °° > d Et 0 ou) a4- 0 N Jti34 ''' .,- n.- -.v,.. 7 ARCHITECT' , JOSEPH A. GEOGHEGAN, Jr. - STATE OF WASHINGTON. THE AND REPR REMAI NO PAR (SOLOS ONNEC ER TH H TH PE FF OVE D", NGS AND S• CIFI S, DE S AND AR GEM NTED T' EBY ARE , SHAL HE PRO TY OF THIS FFICE: A HEREOF - ALL BE COPIED, TO OTHERS OR USED IN THE N WITH ANY WORK OR PROJECT THE SPECIFIC PROJECT FOR HAVE BEEN PREPARED AND ITHOUT THE WRITTEN CONSENT E. VISUAL CONTACT WITH GS OR SPECIFICATIONS SHALL CONSTITU ONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. IONS S W DEV OF TH THESE WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 0 2011 RGLA SOLUTIONS. INC. 0 2011 ROBERT G. LYON 8 ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 ENLARGED CONSTRUCTION PLAN AND ELEVATIONS FIRST FLOOR DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A -1.2 DOUBLE STUDS STUDS PER SCHEDULE -TYP. U.N.O. BRIDGING AT 4'-b" O.G. MAX. SEE DETAIL 05 /NINDON OPENING DOUBLE STUD DOUBLE STUDS DOOR OPENING DOUBLE STUDS FIELD VERIFY X 4 in 8' -6" MAX. STUD WALL FRAMING ELEVATION N.T.S. (5) (2) (7) (2) (5) (5) (2) (1) 1 /16 I ` 1 I/2 -8 AT ENDS 1 /I6 I \ 4 AT ENDS I /16 I /16 K (-1) (2) (5) ELEVATION FRAMING AT NALL OPENINGS N.T.S. S' -b" MAX. (3) (6) NOTES: I. ALTERNATE IN LIEU OF SCREWS. 2. CLIP ANGLE 1 1/2 "x1 1/2 "x16 GA. MIN. x4" W/ 2- #12 SCREWS EACH LEG. 3. CLIP ANGLE 1 I /2 "xl 1/2 "x16 GA. MIN. x4" LONG TOP it BOTTOM W/ 3- #12 SCREWS EACH LEG. 4. DOUBLE STUDS. 5. TYPICAL STUDS. b. CLIP ANGLE 1 I /2 "xl I/2 "x16 GA. MIN. 4" TOP 8 BOTTOM W/ 2412 SCREWS EACH LEG. 1. DOUBLE 3625162 - 43 STUDS (DOUBLE 5505162 - 54 WHERE WALL HEIGHT EXCEEDS 30' -0"). (3) (3) (5) (4) TYPICAL CONTINUOUS BRIDGING STUD BLOCKING AND BRIDGING 3/I6" = I'-O" TOP CONNECTION DETAIL N.T.S. NOTES: I. EXISTING STEEL JOIST. 2. 3 5/8 "x I6 GA. STEEL 511D BRACE AT 16" 0.G. 3. CONT. METAL TRACK- SIZE AND GA. TO MATCH METAL STUDS. 4. 1/2"415 HILTI X -DNI TYPE SHOTPIN (ESR 2388) IT 0.0. TO EXIST. JOIST. 5. METAL STUD WALL PER DETAIL 05. 6. LINE OF SHEATHING AS OCCURS -DO NOT EXTEND TO SLIP TRACK. 1. DEFLECTION TRACK -I6 GA. WITH 2" LEGS (140 SLIP TRACK AT DETAIL 02A). 8. 2 4110 TEK SCREWS AT EACH STEEL BRACE. q. LINE OF EXISTING FLOOR OR ROOF FRAMING ABOVE. DO NOT ATTACH NEW METAL STUD FRAMING TO EXISTING FLOOR OR ROOF STRUCTURE. 10. 1/2"46 HILTI X -DNI TYPE SHOTPIN (E5R 2388) TO EXIST. JOIST WEB MEMBER, AS OGGURS. (8) NOTES: I. L 2x2x lb GA. CLIP ANGLE WITH 2- #10 TEK SCREWS EACH LEG (ALTERNATE: CLIP FLANGE AND ATTACH WEBS TO STUDS WITH 2- #10 5.M.5J 2. CONTINUOUS BLOCKING TYPICAL SIZE AND GAGE TO MATCH WALL STUDS. 3. METAL STUDS SEE PLAN OR DETAIL 05. 4. CLIP ANGLE I I /2 "x 2 "x 16 GA. 1/4" LESS THAN STUD WIDTH, 4- #10 SCREWS REQ'D. 5. CONTINUOUS BRIDGING. NON-BEARING METAL 57-111:2 HALL 5CHEDULE WALL HEIGHT (ft.) METAL STUD SIZE METAL STUD SPACING (IN O.G.) 0'- I0' -0" 3 5/8" x 206A 3625131 -33 24 10'- 0 " -I5' -0 3 5/8" x 206A 3625131 -33 16 15'- 0 "- 20' -0" 3 5/8" x I86A 3625162 -43 16 201- 0 "- 25' -0" 3 5/8" x 186A 3625200 -43 16 25' -0 "- 30' -O" 3 5/8" x 166A 3625200 -54 12 301- 0"- 35' -0" 5 1/2" x I66A 5505162 -54 16 NOTE: STUDS DESIGNED FOR A DEFLECTION LIMIT OF H /120 NOTES: 1. METAL 5TUD. 2. UNPUNGHED METAL STUD TRACK - ATTACHMENT REQUIRED HILTI 0.15116 x I I/2" LONG X-U P.D.F. TYPE PINS AT 16" 0.G. (ESR- 226q) OR APPROVED EQUAL. 3. MULTIPLE 511)125 WHERE SHOWN ON PLAN OR DETAILS. 4. #10 X 3/4' LONG TEKS SCREWS EACH SIDE. 5. 2 *10 X 3/4" LONG TEKS SCREWS. 6. 4 #10 X 3/4" LONG TEKS SCREWS. 1. 2 "x20 GAGE FLAT STRAP BOTH SIDES AT 24" 0.G. WITH 1 #10 SCREW AT EACH VERTICAL STUD. 8. EDGE OF SLAB -AS OGGURS. TYPICAL STUD ATTACHMENT DETAIL N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila BUILDING DIVISION RECEIVED SEP 3 0 2011 PERINCENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla .co m REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' 1 09/02/11 ADDENDUM /' \ 09/09/11 BUILDING COMMENTS 09/27/11 CO i MI MEIN C d Cl NM C' - - m 0 - L D_ v C� > ■ � cv 2 0 0 m _ SIATE OF WASHINGTON. `1 RE1. ISIEP,EU ARCHITECT JOSEPH A. GEOGHEGAN, Jr. A R RE NO DIS CO OTH WHI DEV OF T THES ONS ABO IDEA ESEN N THE T TH OSED T CTION THAN T RAWINGS DSP ESIGNS AN RRAN THEREBY RE AND OPERTY OF THIS OF OF SHALL BE COPIED, THERS OR USED IN THE H ANY WORK OR PROJECT SPECIFIC PROJECT FOR Fl TIONS MENTS ALL : AND THEY HAVE BEEN PREPARED AND PED WITHOUT THE WRITTEN CONSENT OFFICE. VISUAL CONTACT WITH RAWINGS OR SPECIFICATIONS SHALL TUTE CONCLUSIVE EVIDENCE OF ANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC. ® 2011 ROBERT G. LYON 8 ASSOCIATES, INC. CORT 1230 ANDOVER PARK EAST TUKWILA, WA 98188 CONSTRUCTION DETAILS DRAWN BY MNG CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A1.3 SEGTION THRU GRAB BARS 3 " =1' -O' COPE FLANGES AND —' PROJECT WEB TO BEND 2" - FASTEN WITH 2 TEKS TEKS ® 6" O.G. TO TRACK BELOW. ONE TEK EACH BLOCK SHOWROOM FLOOR 3 5/8" x 20 DIAGONAL BRACING 0 48" O.G. CONTINUOUS TRACK BACK TO BACK 3 5/8" x 20 DIAGONAL BRACING 0 48" 0.0. 5/8" TYPE 'X' GYPSUM BOARD ® BOTH SIDES OF WALL TOILET ROOM 3 5/e" x 20 M. MTL. STUDS 4 zo 35 /S "x20METAL STUD 0 Ib° 0.G. TOILET ROOM 3 5/8" x 20 GA. MTL. STUDS a a. HALLWAY FLOOR TRACK TO BE FASTENED TO EXISTING CONCRETE SLAB USING LOW VELOCITY POWDER DRIVEN PINS - PINS SHALL HAVE A MINIMUM SHANK DIAMTER OF 0.151 ", A MINIMUM LENGTH OF I -I/8° AND SHALL BE SPACED AT lb" 0.G. MINIMUM - FASTENING SYSTEM SHALL BE AS MANIFAGTURED BY HILT! - IGBO REPORT * E5R -2261 TOILET ROOM WALL SEGTION 3/4 '= I'-O' 3 5/8' X 20 M. MTL. STUD 0 16' 0.G. lta Set 0 3 5/8' X 20 GA. MIL. STUD 0 I6' 0.G. TO I LET ROOM FRAM I NG PLAN *12 GA HANGER WIRE SUPPORTS AT EACH RUNNER COMPRESSION STRUT AT EAGH LATERAL RESTRAINT, EXTEND TUBE TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE - THEN INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION LATERAL BRAGE -NO. 12 GA. SPLAY WIRES, FOUR (4), TYP. 12' -0" 0.0. EACH WAY AND WITHIN b' -0" ON EACH WALL. GG TO INSTALL CODE COMPLIANT ARMSTRONG SEISMIC RX SUSPENSION SYSTEMS IGG -ESR -1308 FOR ALL SUSPENDED CEILINGS AND ARMSTRONG SEISMIC JOINT CLIPS (ITEM # 5JGG) FOR SUSPENDED CEILINGS EXCEEDING 2,500 SQUARE FEET. SEE MANUFACTURES SPECIFICATIONS FOR MORE INFORMATION AND INSTALL PER MANUFACTURES GUIDELINES. SUSPENDED CEILING SYSTEM SPEC: ARMSTRONG - PRELUDE XLI5 /Ib EXPOSED TEE SYSTEM HD DUTY GLASS SUSPENDED CEILING SYSTEMS SHALL COMPLY WITH 2001 IBC 4 2010 GBG SECTION 808 AND ASTM G 635 4 ASTM 0636 UNDERSIDE OF FLOOR OR ROOF STRUCTURE VE NO. 12 GA. VERTICAL WIRE HANGER ® 4' -0" 0.0. o MAIN RUNNER AND 8" MAX FROM WALL. RIGID ELECTRICAL CONDUIT- EMT (STRUT), - SEE DI ART /4" RIGID ELECTRICAL GONDUIT -EMT (STRUT) DRILL 5/32" HOLE AND INSTALLI /8" BOLT AND LOCKING NUT NO. 12 GA. SPLAY WIRES, FOUR (4), TYP. 12-0" 0.C. EACH WAY AND WITHIN b' -0" ON EAGH WALL. MAIN RUNNER SUSPENDED CEILING WIRE HANGER AND STRUT DETAIL COMPRESSION STRUT SIZING (EMT) DIAMETER MAX LENGTH 1/2" 4' -0" " 3/4" i b' CITY COMMENTS - -b" " I1 /4" 8' -b" 11/2" q' -10" 2" MAX SLOT END OF TUBE TO FIT OVER CEILING RUNNER GROSS RUNNER 8' MAX NO. 12 WIRE HANGER NOTE: INSTALL 2" MINIMUM WALL MOLDINGS AT INTERSECTION OF SUSPENDED CEILING AND VERTICAL SURFACES SUSPENDED CEILING AT WALL DETAIL SUSPENDED GEILING NOTES: I. PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM 2. MAIN RUNNER SUPPORT TO BE NO. 12 GA. VERTICAL WIRE HANGER O 4' -0" O.G. @ AND 8' -0" MAX. FROM EACH WALL. ATTACH TO SUSPENSION SYSTEM AND TO STRRGTURE ABOVE WITH MINIMUM THREE TIGHT TURNS IN 1 1/2" 3. LATERAL BRACING ® 12' -O" O.G. EACH HAY AND 6' -0" FROM EACH HALL BRACING TO BE FOUR (4) N0. 12 HIRES ATTACHED TO MAIN RUNNER WITH FOUR TIGHT TURNS IN 1 I/2 ". ATTACH WITHIN 2" OF CRO55 RUNNER. SPLAY WIRES q0 DEGREES FROM EAGH OTHER AND 45 DEGREES FROM THE PLANE OF THE CEILING. PROVIDE STRUT AT LOCATION OF SPLAY WIRES AND FASTEN TO THE MAIN RUNNER AND TO THE STRUGTURE ABOVE. 4. ALL CEILING RECESSED LIGHT FIXTURES TO HAVE TWO NO. 12 HIRE HANGERS CONNECTED TO THE FIXTURE HOUSING WITHIN 3" GORNERS AT OPPOSITE CORNERS. GONNEGT TO STRUCTURE ABOVE. THESE WIRES MAY BE SLAGK. 5. EAGH SURFACE MOUNTED LIGHT FIXTURE TO HAVE MINIMUM OF 14 GA. POSITIVE CLAMPING DEVIGES. PROVIDE A NO. 12 HIRE HANGER AT EACH CLAMPING DEVICE TO THE STRUCTURE ABOVE. b. CEILING MEGHANIGAL AND LIGHT FIXTURES OVER 50 135 TO BE SUPPORTED SEPARATELY FROM STRUCTURE ABOVE. 1. SPRINKLER HEADS AND OTHER PENETRATIONS OF THE SUSPENDED CEILING WITHOUT RIGID BRACING MUST HAVE T OVERSIZED TRIM RING, SLEEVE OR ADAPTOR THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST I" IN ALL HORIZONTAL DIRECTIONS. 8. MINIMUM 2" WALL MOLDING q. GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALLS MUST HAVE A 3/4" GLEARANGE 10. ENDS OF MAIN BEAMS AND GROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING II. CEILING AREAS OVER I p00 5F MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING 12. CEILING AREAS OVER 2,500 5F MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS 13. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING GABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRAGED 14. SUSPENDED GEILINGS MAY BE SUBJECT TO SPEGIAL INSPECTION PER AUTHORITIES HAVING JURISDICTION 15. PERIMETER SUPPORT WIRES WITHIN 8" LATERAL GEILING GRID DETAIL N.T.S. EXTEND &W. BD. 6'ABOVE FINISHED AGT NEW GYP. BD. ' REVEAL FASTENER NEW GYP. BD. 4 - *12 GA WIRES 0 45 DEGREES EACH DIRECTION FOR LATERAL STIFFNESS. LOCATE A b' 0.G. EAGH WAY n O n0 WALL ANGLE SUPPORT FASTENED TO GRID WIRES SHALL BE ATTACHED TO SUSPENSION MEMBERS W/ A MINIMUM OF 3 TURNS SOFFIT TRANSITION DETAIL 3 " =1' -0" #8 GA WIRE SUPPORTS -- SPACING 4' -O" 0.0. MAX. COMPRESSION STRUT REQUIRED ® EACH SEISMIG RESTRAINT, 12' 0.0. EACH WAY - 3/4" EMT - NOTCH OVER MAIN RUNNER \\_ EXISTING AGT + 10' -0" V.I.F. B/ EXISTING ACT + q'-b" V.I.F. 5/ GYP. BD. CEILING 4 - #12 GA WIRES 0 45 DEGREES EACH DIREGTION FOR LATERAL STIFFNESS. LOGATE ®8' 0.0. EACH WAY I I/2" CHANNEL 4' -0" 0.G.MAX. REVIEWED FOR CODE COMPLIANCE APPROVED i CT 2 7 2011 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgIa.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 11098 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM /2\ 09/09/11 BUILDING COMMENTS 09/27/11 y CID ▪ v _ CO WI CIO CC 4-, E 0 u m 3 mos 52.r34,..._- .�..w. P'EGISIERED •G ARCHITECT JOSE HI A. GEOREgal, Jr. STATE OF WASHINGTON. THE AB AND ID REPRES REMAIN T NO PART DISCLOSE CONNECT! OTHER THA WHICH THEY DEVELOPED OF THIS OFFI HESE DRAWI NSTITUTE C EPTANCE DRA GS AND SP IFICAT DESIG AND AR- EMENT TED TH BY AREA SHALL PROPE OF THIS • ICE: AND REOF S LL BE COPT •, OOTHE •R USED IN THE WITH AN ORK OR PROJECT HE SPECIFIC PROJECT FOR VE BEEN PREPARED AND TROUT THE WRITTEN CONSENT VISUAL CONTACT WITH S OR SPECIFICATIONS SHALL CLUSIVE EVIDENCE OF THESE RESTRICTIONS. 'City of Tukwila UILDING DIVISION METAL FURRING CHANNEL GLIP ?:rui 5/8" GYP. BD. RECEIVED 25 GA 7/8" HAT CHANNELS AT SEP 3 0 2011 lb" 0.C. PERAIITCENTER - -- -ROOF DECK ® 20' -O" +/- - --- DRYWALL CEILING AT q' -b" SUSPENDED GYP. BD. GEILING LATERAL BRAG I NG N.T.S. WRI • DIME IONS ON THESE DRAWINGS SHALL - CEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RGLASOLUTIONS, INC. 02011 ROBERT G. LYON & ASSOCIATES, INC. coRr' 1230 ANDOVER PARK EAST TUKWILA, WA 98188 CONSTRUCTION DETAILS DRAWN BY MNG CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A1.4 L I 6HT FIXTURE SCHEDULE TYPE SYMBOLS O O DESCRIPTION GON -TECH LOW VOLTAGE ARIII GIMBAL TRACK FIXTURE OVERALL DIMENSIONS: 8 -1/8" X 2" X3 -1/4" NOT USED MFR. GON -TECH MODEL NO. FIXTURE - GTL836 / III -P TRANSFORMER - LA205ON -P LAMP TYPE (I) 501N ARIII LAMP, I2V WATTAGE 501N VOLTAGE 120V G CON-TECH VARIA CONGEALED TWO ADJUSTABLE ILLUMINATION METAL HALIDE LAMP WITH FULLY ADJUSTABLE TRIM. OVERALL DIMENSIONS: 23 -5/8" X 6 -1/8" X 6 -1/I6" CON-'TECH b" COMPACT FLUORESCENT RECESSED DOWN LIGHT OVERALL DIMENSIONS: 13' -3/4" X 2- 13 /I6" X 6 -3/4" COOPER LIGHTING GLASS RI SERIES GORELITE 24 "X24" ULTRA SHALLOW RECESSED OVERALL DIMENSIONS: 24" X 24" X I -3/4" PAR20 GMH ROUND HOUSING CONGEALED ADJUSTABLE ILLUMINATION RED LED EXIT SIGN 4/ 10 MIN. BATTERY BACK -UP. WHITE HOUSING, UNIVERSAL MOUNTING, DUAL VOLTAGE ® 1' -O" A.F.F. U.N.O. EMERGENCY LIGHT W/ c10 MIN. BATTERY BACK -UP. WHITE HOUSING W/ TWO ADJUSTABLE HEADS, DUAL VOLTAGE ® 12' -6" A.F.F. U.N.O. EXISTING LIGHT FIXTURES TO REMAIN J -BOX FOR STOREFRONT SIGNAGE - SEE ELECTRICAL PLANS FOR MORE INFORMATION. CON -TECH CON -TECH COOPER LIGHTING CON -TECH EXITRONIX EXITRONIX FIXTURE - LVN- 2OI6MH- 204- X2- P- GTR325MH -P FIXTURE - RL132- R -120V FIXTURE - RI- 11- B- 2- T5- I- G- UNV -22 -TI FIXTURE - LVN- 3120MH12IRD -P VEX- U- BP -WB -11H LL -q0 (2) LAMP 201N EACH (I) LAMP 32V4 COMPACT FLUORESCENT (2) LAMPS 1-5 HIGH OUTPUT 311N PAR20 MH WA WA 201N 32W 541N 3q4 5 10 120V 120V 120V /2TIV UNIVERSAL 248-0' 10' -0i AFF 'ACT -I' OPEN TO DECK g241- 6 " + /-AFF 'PT -X' fLSt"artXid 00C3N '=a 1/2' 6' -IO' 3'-6' ...in; .... .» Ov (Y) LAY -N GLNG 'ACT -I' C� EMSNO C.�NTPR EXIST1N6 TO REMAIN. OPEN TO DECK ® 24' -6" AFF I2' -0' ..44.10M ,02. IW owlurloim��u��!' u MEW N LAY -I 101- 'A LAYtIN GLN ' H' LAY - .,,.1:Q .4',p ".. GT -I' MEM :1= I coti 2' -2' I, 2-4' LAY I1I GLNG i;� 1 'ITC -�A ' T -I' ' Fr ri • 119111�I�IIIIIIIIINIAI 1J' -0 1/2' 58-II I/2' (E) LAY -IN GLNG. _: 0 10' -0" AFF'. 'ACT -1' °=L°AY1N6L ® I' -0" 4F T -1' :._L i •-1 10E11 g - qA, :;57 'Mir REVIEWED FOR CODE COMPLIANCE APPROVED ®I' -0 "A AGT -I' OCT 2 7 2011 City of Tukwila BUILDING DIVISION NOE IJ EXISTING, TO REMAIN. REELECTED GE I L I NCB PLAN b k = 120V 120V 120V RECEIVED SEP 3 0 2011 PERMIT CENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05111 ISSUED FOR BID 08/12111 CITY COMMENTS / ' 09/02111 ADDENDUM /2\ 09/09/11 BUILDING COMMENTS/\ 09/27/11 10 OD CV N N. 10 r et • cO r. . am V J r — co 6 ti ` 0 0 o' a • d 0- O V O r IL) 5284 Qi co O Cl ti co co co E 0 V rn REGISTERED ARCHITECT 1 JOHN A. GERMAN, Jr. co \ S'iAl OF VVf;SFIU ETON. tttt0 LIMN SEAL: THE ABO' AND IDEA: REPRESEN REMAIN TH NO PART TH DISCLOSED ONNECTION ETHER THAN ICH THEY H LOPED WI IFFIC tAWIN EC DRA GS AND S CIFICATII ESI S AND AR GEMEN D TH EBY ARE SHALL ROP TY OF THIS OFFICE: AN EOF LL BE COPIED, OTHE OR USED IN THE D OF THES CONSTI ACCEPTA ITH ANWORK OR PROJECT E SPECIFIC PROJECT FOR E BEEN PREPARED AND OUT THE WRITTEN CONSENT VISUAL CONTACT WITH OR SPECIFICATIONS SHALL CLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RGLA SOLUTIONS, INC. 02011 ROBERT G. LYON &ASSOCIATES, INC. CORT 1230 ANDOVER PARK EAST TUKWILA, WA 98188 REFLECTED CEILING PLAN & LIGHT FIXTURE SCHEDULE DRAWN BY MW /JM CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A2.1 O 0 8' -3" 2' -0" .1' -6" 3' -9" 4' -0" 4' -0" 4' -0" 4' -0" OFFICE SOLUTIONS - INTERIOR ELEVATION SCALE:1 /4' =1'-0" 4' -0" 4' -0" FEA EVENT SOLUTIONS - INTERIOR ELEVATION SCALE:114' h.— DATE: ISSUED FOR CLIENT AND PERMIT REVIEW II 1 1 fns - HAL V AY BE, tID A 7 PT-3 CD ADDENDUM /' \ 1 4 09/27/11 CPT-3) 42 GLSH 42 GLSH 18 GLSH 16 GLSH 42 GLSH 42 GLSH 42 GLSH 42 GLSH 1 42 GLSH 42 GLSH 18 GLSH -- 18 GLSH 12 GLBH 42 HB 42 HB 42 HB 16 GLSH 18 GLSH 42 GLSH 42 HB 42 HB 42 HB 42 GLSH 92 GLSH 42 GLSH 42 GLSH 18 GLSH 18 GLSH 12 GLSH ..... 42 GLSH 42 HB 42 HB 1��--- .°r 12 GLSH ME 42 HB 0 `-N. 42 GLSH H 1 _ t FEA EVENT SOLUTIONS - INTERIOR ELEVATION SCALE:114' h.— DATE: ISSUED FOR CLIENT AND PERMIT REVIEW P:1 d'^�° fns - HAL V AY BE, tID A 7 F ,„LOFT /., APA.`T'ENT .1EYOND"° , N ADDENDUM /' \ 1 4 FURNITURE SOLUTIONS - INTERIOR ELEVATIONINTERIOR ELEVATION SCALE: 114 " =1' -0' FLATWARE N C) c) 0 ( PT -1 OFFICE SOLUTIONS - INTERIOR ELEVATION SCALE:114" ■ DATE: ISSUED FOR CLIENT AND PERMIT REVIEW P:1 d'^�° fns - HAL V AY BE, tID A 7 F (, PT-3) ADDENDUM /' \ 1 1 09/27/11 SHEET NAME A -3.1 • • 1 C B -1 CHAIR SELECTION DISPLAY EVENT SOLUTIONS - INTERIOR ELEVATION SCALE:114' =1'-0' 22' -0" q 0 / 4' -0" 0 18' -0" BACKWRAP BACKWRAP SOLUTIONS CENTER - INTERIOR ELEVATION SCALE: 114' =1' -0' 0 C 5 FURNITURE SOLUTIONS - INTERIOR ELEVATION A3,1 E SCALE:1 /4' =1' -O //7 / VESTIBULE - INTERIOR ELEVATION - ENTRY WALL SCALE: 114' =1' -0" B•1 1 PT -3) 42 GLSH 42 GLSH 42 GLSH 42 GLSH VESTIBULE - INTERIOR ELEVATION - ENTRY WALL 42 GLSH 42 GLSH 42 GLSH 42 GL SH INTERIOR ELEVATION SCALE: 1/4' SCALE: 1/4' C B-1 OFFICE SOLUTIONS - INTERIOR ELEVATION SCALE; 114° =1' -0° FURNITURE SOLUTIONS - INTERIOR ELEVATIONINTERIOR ELEVATION SCALE: 114° =1' -0" O KEY PLAN - INTERIOR ELEVATION SCALE: N.T.S. 11%,- 17n Kt.viravvEEP CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila BUILDING DIVISION RECEIVED SEP 3 0 2011 PERMIT CENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW P:1 ISSUED FOR BID 08/12111 4 FURNITURE SOLUTIONS - INTERIOR ELEVATIONINTERIOR ELEVATION SCALE: 114° =1' -0" O KEY PLAN - INTERIOR ELEVATION SCALE: N.T.S. 11%,- 17n Kt.viravvEEP CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila BUILDING DIVISION RECEIVED SEP 3 0 2011 PERMIT CENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08105/11 ISSUED FOR BID 08/12111 CITY COMMENTS / ' \ 09/02111 ADDENDUM /' \ 09/09/11 BUILDING COMMENTS/\ 09/27/11 SHEET NAME A -3.1 A REG ARC ERED ECT JOSEPH R. GEOGflEGA,N, Jr. !PI, 1 C 01- V'Y/ ;I'f 1 i'i L I ON ®sl THE AND ID REPRES REMAIN T NO PART DISCLOSED CONNECTIO OTHER THAN HICH THEY VELOPED WI THIS OFFICE. SE DRAWIN TITUTE CO TANCE OF E DRAWINGS AND SPECIFICATIONS DESIGNS AND ARRANGEMENTS TED THEREBY ARE AND SHALL PROPERTY OF THIS OFFICE: AND REOF SHALL BE COPIED, OTHERS OR USED IN THE TH ANY WORK OR PROJECT E SPECIFIC PROJECT FOR E BEEN PREPARED AND OUT THE WRITTEN CONSENT ISUAL CONTACT WITH OR SPECIFICATIONS SHALL USIVE EVIDENCE OF ESE RESTRICTIONS. C • AC WRITT ■ SHALL HA DIMENSION IMENSI PREC NT S ON THESE DRAWINGS ENCE OVER SCALED CTORS SHALL VERIFY AND BE RESPS E FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RGLA SOLUTIONS, INC. 0 2011 ROBERT G. LYON & ASSOCIATES, INC. CORT 1230 ANDOVER PARK EAST TUKWILA, WA 98188 INTERIOR ELEVATIONS DRAWN BY CHEKAK CKED BY MNG JOB NUMBER 11098 SHEET NAME A -3.1 A HALLWAY - INTERIOR ELEVATION SCALE: 114" =1'-0° HALLWAY - INTERIOR ELEVATION HALLWAY - INTERIOR ELEVATION I-IALLWAV - INTERIOR ELEVATION B•1 OFFICE COMPLEX - INTERIOR ELEVATION SCALE: 1I4' =1'0 -0 \ B-1 HALLWAY - INTERIOR ELEVATION SCALE: 1/4" =1'-0" PT2 \ -00- \ \ \ / / co 08/12/11 1. HALLWAY - INTERIOR ELEVATION SCALE: 114" =1'-0° HALLWAY - INTERIOR ELEVATION HALLWAY - INTERIOR ELEVATION I-IALLWAV - INTERIOR ELEVATION B•1 OFFICE COMPLEX - INTERIOR ELEVATION SCALE: 1I4' =1'0 -0 \ B-1 HALLWAY - INTERIOR ELEVATION SCALE: 1/4" =1'-0" 1 SCALE: 114" =1' -0° SCALE: 114" =1' -0" SCALE: 114" =1' -O 4 PT -2 HALLWAY - INTERIOR ELEVATION SCALE: 114' =1'-0° 0 e \ f• HALLWAY BEYOND 1 \ 1 jt ( B-1)— 0 HALLWAY - INTERIOR ELEVATION SCALE: 114' =1' -0° CORT 01: R11I URE SOLQ11ON§ "° BEYOND LOFT 1 APARTMENT - INTERIOR ELEVATION SCALE: 114' =1' -0' B -1 HALLWAY - INTERIOR ELEVATION SCALE: 114 " =1'•0° PT2 / \ —0 \ \ 0— / , / co 08/12/11 1 SCALE: 114" =1' -0° SCALE: 114" =1' -0" SCALE: 114" =1' -O 4 PT -2 HALLWAY - INTERIOR ELEVATION SCALE: 114' =1'-0° 0 e \ f• HALLWAY BEYOND 1 \ 1 jt ( B-1)— 0 HALLWAY - INTERIOR ELEVATION SCALE: 114' =1' -0° CORT 01: R11I URE SOLQ11ON§ "° BEYOND LOFT 1 APARTMENT - INTERIOR ELEVATION SCALE: 114' =1' -0' B -1 HALLWAY - INTERIOR ELEVATION SCALE: 114 " =1'•0° HALLWAY - INTERIOR ELEVATION SCALE: 114" =1' -0° W -1 B -1)— HALLWAY - INTERIOR ELEVATION 0 SCALE: 114° 22 \ OFFICE COMPLEY - INTERIOR ELEVATION A3.2 SCALE: 1 /4 " =1' -0" 0 HALLWAY BEYOND PT -2 HALLWAY - INTERIOR ELEVATION SCALE: 114" =1' -0' / / / / \ -0 HALLWAY - INTERIOR ELEVATION SCALE: 114" =1' -0" DATE: f 1 1'u ^ . \ u° 11\ 1 HALLWAY ' • BEYOND 1 'Iii, 1. 1 Ism co - co 08/12/11 1. HALLWAY - INTERIOR ELEVATION SCALE: 114" =1' -0° W -1 B -1)— HALLWAY - INTERIOR ELEVATION 0 SCALE: 114° 22 \ OFFICE COMPLEY - INTERIOR ELEVATION A3.2 SCALE: 1 /4 " =1' -0" 0 HALLWAY BEYOND PT -2 HALLWAY - INTERIOR ELEVATION SCALE: 114" =1' -0' / / / / \ -0 HALLWAY - INTERIOR ELEVATION SCALE: 114" =1' -0" B -1 LOFT 1 APARTMENT - INTERIOR ELEVATION SCALE: 114" =1'-0' B -1 0 (wc-i) B-1 B -1 EVENT PLANNING - INTERIOR ELEVATION SCALE: 114" =1' -0" HALLWAY - INTERIOR ELEVATION SCALE: 114" =1' -0" PT -2 / OF'F'ICE COMPLEX - INTERIOR ELEVATION SCALE: 114' =1' -0" 0 0 HALLWAY - INTERIOR ELEVATION SCALE: VP =1' -0° B-1 • B1 LOFT 1 APARTMENT - INTERIOR ELEVATION SCALE: 114° =1' -0° B-1 EVENT PLANNING - INTERIOR ELEVATION SCALE: 114" =1'-0° -0 OFFICE COMPLEX( - WTERIOR ELEVATION SCALE: 114" =1' -0° 0 WET B -1 0 0 B-1 EVENT PLANNING - INTERIOR ELEVATION 11 EVENT PLANNING - INTERIOR ELEVATION SCALE: 1/4 " =1' -0' rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgia.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW co - co 08/12/11 CPT -1D 09/02/11 ADDENDUM /2\ 09109119 BUILDING COMMENTS/\ 1 i B -1 LOFT 1 APARTMENT - INTERIOR ELEVATION SCALE: 114" =1'-0' B -1 0 (wc-i) B-1 B -1 EVENT PLANNING - INTERIOR ELEVATION SCALE: 114" =1' -0" HALLWAY - INTERIOR ELEVATION SCALE: 114" =1' -0" PT -2 / OF'F'ICE COMPLEX - INTERIOR ELEVATION SCALE: 114' =1' -0" 0 0 HALLWAY - INTERIOR ELEVATION SCALE: VP =1' -0° B-1 • B1 LOFT 1 APARTMENT - INTERIOR ELEVATION SCALE: 114° =1' -0° B-1 EVENT PLANNING - INTERIOR ELEVATION SCALE: 114" =1'-0° -0 OFFICE COMPLEX( - WTERIOR ELEVATION SCALE: 114" =1' -0° 0 WET B -1 0 0 B-1 EVENT PLANNING - INTERIOR ELEVATION 11 EVENT PLANNING - INTERIOR ELEVATION SCALE: 1/4 " =1' -0' rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgia.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08105/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / I \ 09/02/11 ADDENDUM /2\ 09109119 BUILDING COMMENTS/\ 09127/11 5284 THE A AND I REPRE REMAIN NO PAR DISCLOS CONNECT OTHER TH HICH THE VELOPED HIS OFFI DRAW TO VE DRA S AND SPECIF TIONS S, DESIG ND ARRANGE TS NTED THER 'Y ARE AND SH E PROPER =F THIS OFFIC AND EREOF SHA BE COPIED, TO OTHERS OR USED IN THE WITH ANY WORK OR PROJECT THE SPECIFIC PROJECT FOR AVE BEEN PREPARED AND ITHOUT THE WRITTEN CONSENT . VISUAL CONTACT WITH GS OR SPECIFICATIONS SHALL NCLUSIVE EVIDENCE OF F THESE RESTRICTIONS. 0 TH CONS ACCEPT WRITTEN DIMENSIONS ON THESE DRAWINGS. SHALL HAVE PRECEDENCE OVER SCALED DIMENSION$: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC, e 2011 ROBERT G. LYON & ASSOCIATES, INC. ANL, 1111.W.Iir .7 ::� VIIXII°II°IIRNOIIIIIIIAIIIIIII fool KEY PLAN - INTERIOR ELEVATION SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila BUILDING DIVISION RECEIVED SEP 3 0 2011 PENT CENTER 1230 ANDOVER PARK EAST TUKWILA, WA 98188 INTERIOR ELEVATIONS DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A -3,2 Q1L-2) B•1 CLEARANCE STORAGE - INTERIOR ELEVATION SCALE: 114° =1'-0° 0 C B -1 CLEARANCE STORAGE - INTERIOR ELEVATION SCALE: 114 " =1' -0" B -1 CLEARANCE STORAGE - INTERIOR ELEVATION 0 SCALE: 114" 4 0 B -1 HALLWAY - INTERIOR ELEVATION 11 HALLWAY - INTERIOR ELEVATION SCALE: 114' = 1'-0" A3.3 SCALE:1 /4 ° =1' -0" B -1 PRIVATE OFFICE #4 - INTERIOR ELEVATION SCALE: 114' =1' -0' PT2 (B1) 1 HALLWAY - INTERIOR ELEVATION SCALE: 114° =1'-0° T-2 CE7)-1 PRIVATE OFFICE - INTERIOR ELEVATION SCALE: 114' =1'-0" B -1 BREAK ROOM - INTERIOR ELEVATION SCALE: 114° =1' -0" B -1 PT-2 BREAK ROOM - INTERIOR ELEVATION SCALE: 114° =1' -0° 4 0 PRIVATE OFFICE #4 - INTERIOR ELEVATION P -2 0— SCALE: 114° =1' -0' CPT -2D CBI) PRIVATE OFFICE - INTERIOR ELEVATION SCALE: 114' PRIVATE OFFICE #4 - INTERIOR ELEVATION SCALE: 1/4° =11.0° PRIVATE OFFICE - INTERIOR ELEVATION SCALE: 114" =1' -0' O \ 1 BREA ROOM BEI lND 15 BREAK ROOM - INTERIOR ELEVATION A3.3 SCALE:1I4" =1' -0° 0 PRIVATE OFFICE #4 - INTERIOR ELEVATION SCALE: 114 " =1' -0° / —0 B -1 PRIVATE OFFICE - INTERIOR ELEVATION SCALE: 114' =1' -0° BREAK ROOM - INTERIOR ELEVATION SCALE:1 /0 =1' -0" CLEARANCE STORAGE - INTERIOR ELEVATION SCALE: 114' =1' -0° s P' 4Ml' 11 41, BREA ROOM BEY PT-2) HALLWAY - INTERIOR ELEVATION SCALE: 114" =1' -0" KEY PLAN - INTERIOR ELEVATION SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila BUILDING DIVISION RECEIVED SEP 3 0 2011 PERIHTCENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM / \ 09/09/11 BUILDING COMMENTS 09/27/11 SHEET NAME A -3.3 A\ CD .,_LO CO N O E cis a~—d N V 0Ol�st . w t0 .-- �— ▪ N C0 co JI�1� O N CO " w 0 CC 5) i > N . 0 co D_ r 0 CO _ o° GO co CO3 CC 0▪ 3 Mona THE AB ND ID EPRES EMAIN T PART CLOSE NECTIO THA THEY ED FIC IN C OT WHI DEVEL OF THIS THESE D DRAWING D SPECIFICA •NS , DESIGNS A ARRANGEME TED THEREB - AND SHALL PROPERTY 0 HIS OFFICE: AND REOF SHALL = . OPIED, O OTHERS OR DIN THE WITH ANY WOR "PROJECT E SPECIFIC PR •4 ECT FOR VE BEEN PREPARED AND OUT THE WRITTEN CONSENT VISUAL CONTACT WITH OR SPECIFICATIONS SHALL CONSTITUT • CLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC. 4� 2011 ROBERT G. LYON & ASSOCIATES, INC. CART 1230 ANDOVER PARK EAST TUKWILA, WA 98188 INTERIOR ELEVATIONS DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A -3.3 A\ EXISTING LIGHT FIXTURE TYP. t EXISTING UNIT HEATER TYP, OF 3 0 CLEARANCE CENTER - INTERIOR ELEVATION SCALE: 114° =1' 4' m 41N\ \ —0 / / / / \ -0 \ -0 \ \ CLEARANCE CENTER - INTERIOR ELEVATION SCALE: 1/4" =1' -0° ED N O O LJ O O 0 —1 L J O O 0 O REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION b 11 -X77 KEY PLAN - INTERIOR ELEVATION SCALE: 114" O O r O-1 L J maurM1u61um muAUam uomiuiu a RECEIVED SEP 3 0 2011 PERWENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671 .7452 f: 847.671.4200 www.rgIa.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM /' \ 09/09/11 BUILDING COMMENTS/\ 09/27/11 .— Lo co N i Nhcf)O V' N C O co N. .t ▪ +c-.3 w� NCO CO 6005% 4 • m r di �/ L oamco - a _ CO >` ca j m Mlos a2 S 5284 R AR E O D) 1 ISTE, 11.E JOSEPH A. GEOGNEGA, ATE OF WASHING THE OVE DRA . GS AND SPECIFICATIONS AND I AS, DESIG AND ARRANGEMENTS REPRE NTED TH BY ARE AND SHALL REMAIN E PROPE OF THIS OFFICE: AND NO PAR EREOF S' • LL BE COPIED, DISCLOS TO OTHERS OR USED IN THE CONNECT WITH ANY WORK OR PROJECT OTHER TH ° THE SPECIFIC PROJECT FOR HICH TH AVE BEEN PREPARED AND 4 ` ELOPED ITHOUT THE WRITTEN CONSENT 0 S OFFI . VISUAL CONTACT WITH THE S : • W GS OR SPECIFICATIONS SHALL CONSTI ° ONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RGLASOLUTIONS, INC. 2011 ROBERT G. LYON & ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 INTERIOR ELEVATIONS DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A -3.4 1 J CLEARANCE CENTER - INTERIOR ELEVATION SCALE: 114' =1' -0" — EXISTING LIGHT FIXTURE TYP. r L J EXISTING UNIT HEATER TYP, OF 3 io N CLEARANCE CENTER - INTERIOR ELEVATION SCALE: 1/4" =1' -0° r � L_ J 0 0 0 0 O I- 7 L 0 0 r � L J KEY PLAN - INTERIOR ELEVATION SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPR {VED OCT 2 7 2011 City of Tukwila BUILDING DIVISION •00 RECEIVED SEP 3 0 2011 PERMIT CENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS Q 09/02/11 ADDENDUM / \ 09/09/11 BUILDING COMMENTS/\ 09/27/11 CO tp _ r ND N 0.10 :1-..--U N N. C co MN CD +-, co .he- h r• O vv ONO = �a�� C� O N d • o ■ _ CO Cm, E2 O_ c� y co CO3 Cv°▪ ' . , EOG OF WASH SEAL: THE ABO DRAWINGS D SPECIFICATION AND IDEA •ESIGNS AN RRANGEMENTS REPRESEN D THEREBY E AND SHALL REMAIN TH = • ROPERTY 0 HIS OFFICE: AND 0 PART TH ' EOF SHALL c COPIED, CLOSED OTHERS OR ED IN THE NECTION ITH ANY WO OR PROJECT 0 R THAN E SPECIFIC P- ECT FOR WHIG THEY VEBEENPREP ED AND DEVEL. - D HOUT THE WRI EN CONSENT OF THIS • . VISUAL CONTACT WITH THESE DRA ' INGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLASOLUTIONS, INC. ® 2011 ROBERT G. LYON &ASSOCIATES, INC. CORF 1230 ANDOVER PARK EAST TUKWILA, WA 98188 INTERIOR ELEVATIONS DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A -3.5 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 11098 08/12111 CITY COMMENTS ! ' \ 09/02/11 ADDENDUM / \ 09/09/11 BUILDING COMMENTS/\ 09/27/11 O7 O CD N O = OOhcF � wCO • in mom V 0J N. I. w N 6O f0 C/..1 -' l�0 ` r- L.- C:13 t ce Elmo CO a' ■_ „, •L Cam_L O _ O CO3 co Lo COD co E O 3 1;0'1,1 JOSENI A. GE STATE OF WASHI Ewa WINGS AND SPECIFICATIONS GNS AND ARRANGEMENTS EREBY ARE AND SHALL ERTY OF THIS OFFICE: AND SHALL BE COPIED, ERS OR USED IN THE ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. INTERIOR ELEVATION SCALE: 114° =1' -0" INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 114' =1'A" SCALE: 114' =1'•0" INTERIOR ELEVATION SCALE: 114' =1' -0" INTERIOR ELEVATION SCALE: 114° =1' -0" 9411° PT 1 "` y PT 1 �N td $ � Vii. A W,. t � \ (PT -1 ) PT -1 S��N a� L�: ° KAK / CO JOB NUMBER 11098 SHEET NAME A -3.6 9411° PT 1 "` y PT 1 �N td $ � Vii. A W,. t � \ (PT -1 ) PT -1 S��N a� L�: ° WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 0 2011 RGLA SOLUTIONS, INC. 0 2011 ROBERT G. LYON & ASSOCIATES, INC. WAIN MINESIME CORT INTERIOR ELEVATION SCALE: 114..1.-v INTERIOR ELEVATION SCALE: 114 " =14r INTERIOR ELEVATION SCALE: 1(4 1'•0" INTERIOR ELEVATION SCALE: 114' =1' -0" 1230 ANDOVER PARK EAST TUKWILA, WA 98188 INTERIOR ELEVATIONS ti KAK ED CO JOB NUMBER 11098 WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 0 2011 RGLA SOLUTIONS, INC. 0 2011 ROBERT G. LYON & ASSOCIATES, INC. WAIN MINESIME CORT INTERIOR ELEVATION SCALE: 114..1.-v INTERIOR ELEVATION SCALE: 114 " =14r INTERIOR ELEVATION SCALE: 1(4 1'•0" INTERIOR ELEVATION SCALE: 114' =1' -0" 1230 ANDOVER PARK EAST TUKWILA, WA 98188 INTERIOR ELEVATIONS ti KAK 1 • JOB NUMBER 11098 CIO REVI ,V; FOR APPROVED OCT 2 7 2011 INTERIOR ELEVATION SCALE: 114' =1' -0" INTERIOR ELEVATION SCALE: 114' =1' -0° INTERIOR ELEVATION SCALE: 114' =1'•0" INTERIOR ELEVATION SCALE: 114!= 1'•0" INTERIOR ELEVATION SCALE: 114° =1' -0° KEY PLAN - INTERIOR ELEVATION SCALE: N.T.S. RECEIVED SEP 3 0 2011 PERMIT CENTER DRAWN BY KAK 1 • JOB NUMBER 11098 SHEET NAME CIO REVI ,V; FOR APPROVED OCT 2 7 2011 INTERIOR ELEVATION SCALE: 114' =1' -0" INTERIOR ELEVATION SCALE: 114' =1' -0° INTERIOR ELEVATION SCALE: 114' =1'•0" INTERIOR ELEVATION SCALE: 114!= 1'•0" INTERIOR ELEVATION SCALE: 114° =1' -0° KEY PLAN - INTERIOR ELEVATION SCALE: N.T.S. RECEIVED SEP 3 0 2011 PERMIT CENTER DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A -3.6 EXISTIN15 NECHANIGAL ROOM 1111F021 CLEARANCE CENTER EXISTINS TO REMAIN. ■frl FLOOR BASE PAINT REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila a BUILDING DIVISION 1uiY4i,;,UU „1Q,; 1 JWAREHOU5E EXI5TINe TO REMAIN. ENE FLOOR BASE PAINT FINISH PLAN 3/16° = I' -0” rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rg1a.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12111 CITY COMMENTS / ' \ 09/02/11 ADDENDUM / 1 09/09/11 BUILDING COMMENTS 09/27/11 SHEET NAME A4.1 A oar 5284 EPH A. GEOGHEGA,N, Jr. STATE OF SHINGTON. s,1.: - WNW% 11=1111■ RECEIVED SEP 3 0 2011 PERMITCENTER R NO DIS CON OTHE WHIC DEVEL OF THIS THESE CONSTIT CEPT E ABOVE GS AND SPE ATIONS DIDEAS,D I ANDARRANG• NTS RESENTED T BY ARE ANDS L N THE PROP; OF THIS OFFI, : AND RT THEREOF ' L BE COPIED, SEDTOOTHE •R USED IN TH CTION WITH AN ORK OR PROJ = T THAN THE SPEC cY PROJECT FO HEY HAVE BEEN `'. PARED AND ED WITHOUT TH ITTEN CONSENT FFICE. VISUAL • , CT WITH WINGS OR SPECI TIONS SHALL E CONCLUSIVE EVI • CE OF CE OF THESE RESTRICTIONS. WR IMENSIONS ON THESE DRAWINGS SHALL ' • VE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RGLASOLUTIONS, INC. 02011 ROBERT G. LYON 8 ASSOCIATES, INC. CORT 1230 ANDOVER PARK EAST TUKWILA, WA 98188 FINISH PLAN DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A4.1 A 11/2' F -3 1 WOOD REDUCER SEALED CONCRETE HARDIV.00D TO SEALED CONCRETE TRANSITIO\ SCALE: 6' = I'-O" LATEX APPLIED IN A TAPERED MANNER TO 3' -0" UNDER WOOD BRONZE ANODIZED DIVIDER 'L' STRIP WITH FLUSH TRANSITION (E) ENTRY DOOR NEW ALUMINUM THRESHOLD SEALED GONGRETE EXISTING GONGRETE FLOOR 00D LAN I \ATE ELOORIN6 TO TILE TRA \SITION SCALE: 6" = 1' -0" (E) GONGRETE SIDEWALK 4 e (E) CONCRETE SLAB 86 SECTION THRU ENTRY THRESHOLD SCALE: I /2" = ILO" CARPET TO WOOD LA`'INATE ELOORIN6 TRANSITIO SCALE: 6" = 1' -0' FINISH SCHEDULE PAINT FLOORING P -I BENJAMIN MOORE, MANCHESTER TAN HG -81 SHAW CARPET TILE, THE ECCENTRIC 5S1, GRACE 61161 (P -2) BENJAMIN MOORE, SAIL CLOTH E -11 ARDEX, DIAMA -TOP GREY P-3 BENJAMIN MOORE, BRIARWOOD E -13 JUNKERS SOLID TRADITIONS, WHITE OAK P -4 BENJAMIN MOORE, ATRIUM WHITE INT. RM. DALTILE, IDENTITY, CEMENT FLOOR, MY45 CASHMERE GRAY CP -5) SHERWIN WILLIAMS, HEARTTHROB 51'46866 ARMSTRONG, PUMICE STONE 88432 (VELD ROD WM432) E0) BENJAMIN MOORE, BABY FAWN OG -15 CF=6) SHAW CARPET TILE, TRANSPARENT, POTTERY WALL BASE WALLGOVERING B-I JOHNSONITE VINYL BASE, 121 CEMENT C WG -D MAHARAM WALL COVERING, GLINT 901380 001 ICE TILE BASE TO MATCH WALL TILE WAINSGOT FRP PANEL (4' -0" TALL) AGOUSTIGAL GEILING TILE ACT TO MATCH EXISTING NEW 'JOHNONITE # GTA -XX -N VINYL REDUCER STRIP VI NYL TILE VINYL TO CONCRETE SCALE: 6" = I'-0" XTG GARPET TO CONCRETE TRANSITION SEE SP -I FOR SPEGIFIGATION EXISTING CONCRETE SLAB SEALED CONCRETE GARPET TO CONCRETE TRANSITION SEE 5P -I FOR SPECIFICATION GLUE -DOWN GARPET IIIIllhnl CARPET TO CONCRETE TRA SITION SCALE: b' = I'-0" EXISTING CONCRETE FLOOR EXISTI \6 CONCRETE TO SCALE: 6" = I' -O° Eli CARPET VINYL TILE GARPET TO VINYL TRANSITION SEE 5P -I FOR SPECIFICATION mumi(I mumuuuuuu GLUE -DOWN GARPET EVIEkW ED FOR. DE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION CARPET TO VINYL TRANSITIO SCALE: 6" = I' -O" b11 -x.77 RECEIVED SEP 3 0 2011 PERMIT CENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rg1a.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM / \ 09/09/11 BUILDING COMMENTS 09/27/11 m m an - Ca ■- co `7 O CO3 c y Ca + C O MOS Il)cDNO E N h l 1) O O .—a—d N V O N cF • .... co • (0 —cD CD ` °aaoco cp Es 0 V O0 5284 REGI RCM s THE AND REPR REMAIN NO PA DISCL CONNECT OTHER WHICH EVELOPE THIS OF DRA ,JOSE N1 A. GE�SUEGAN, J. `'NrEUr. t'9 ', :JriH OVE • • WINGS AND SPECIFICATIONS 0, b IGNS AND ARRANGEMENTS NTE' EREBY ARE AND SHALL E PR 'ERN OF THIS OFFICE: AND R HEREOF SHALL BE COPIED, OS: TO OTHERS OR USED IN THE N WITH ANY WORK OR PROJECT TH THE SPECIFIC PROJECT FOR TH: HAVE BEEN PREPARED AND ITHOUT THE WRITTEN CONSENT E. VISUAL CONTACT WITH NGS OR SPECIFICATIONS SHALL CON ` • CONCLUSIVE EVIDENCE OF ACCEPTA CE OF THESE RESTRICTIONS. T WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 0 2011 RGLA SOLUTIONS, INC. 02011 ROBERT G. LYON 8 ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 FINISH DETAIL DRAWN BY KAK CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A4.2 POWER AND DATA ON !STING COLUMN TYPICAL 2 IN CLEARANCE CENTER O H EQ. EQ. /1\ EQ. EQ. T -8' �"III�{li I!yi III IIIIIIT li'lyl€ll.�f[811191'3L;f EQ. 5121,0 t,rlas 1 41 5'-4 1/2' F.l +i UI 11190 �VII�611P �16.1111II EQ. EQ. 4' -O' 8' -0' EQ. RIIII IVOINIIII;�I EI i 7itd��— I't l ��;;, Iliill :iMhnV'h 3. 10' -21/2' I!� 10' -2 I/2' EQ ?li�il!!Ve!:4,i lik '=s 8' -10 1/2' W r i�°- aR"!Eet !III ¶ REVIEWED FOR CODE COMPLIANCE APPROVED EQ. ' -5101— II q "'4Ql lil�''� OCT 27 2011 City of Tukwila DING (DIVISION I I I I L J 8' -3 I/2' J \/\ POWER LOCATOR PLAN NORTH 3/16' = I' -0' bt77 RECEIVED SEP 3 0 2011 PERMIT CENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM ! \ 09/09/11 BUILDING COMMENTS 09/27/11 CO f1 - • C9 5284 REGISTE D RCHITE T A JOSEPH A. GEOMEGAA Jr. fE OF WAStili\I TON. THE • •VE DRAWINGS AND SPECIFICATIONS AND I • ' S, DESIGNS AND ARRANGEMENTS REPRE TED THEREBY ARE AND SHALL REMAIN E PROPERTY OF THIS OFFICE: AND NO PART EREOF SHALL BE COPIED, DISCLOSE TO OTHERS OR USED IN THE CONNECT! WITH ANY WORK OR PROJECT OTHER THA THE SPECIFIC PROJECT FOR WHICH THE ,AVE BEEN PREPARED AND DEVELOPED THOUT THE WRITTEN CONSENT OF THIS OFFI . VISUAL CONTACT WITH ESE DRAW! S OR SPECIFICATIONS SHALL STITUTE • NCLUSIVE EVIDENCE OF AC ANCE THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. .02011 ROLA SOLUTIONS, INC. 2011 ROBERT G, LYON & ASSOCIATES, INC. CORT 1230 ANDOVER PARK EAST TUKWILA, WA 98188 POWER LOCATOR PLAN DRAWN BY KM/MW CHECKED BY MNG JOB NUMBER 11098 SHEET NAME A -5.1 n i J CORT OFFICE 52LiaLo 104 Etl5TINS MECHANICAL ROOM rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM /2\ 09/09/11 BUILDING COMMENTS 09/27/11 1— r THE LOFT / APARTMENT CORT FURNITURE 501 IMMI5 ENE CLEARANCE CENTER EXISTINI5 TO REMAIN. J 1 DIGITAL SCREEN { ERED ECt STAND -UP STATIONS, TYP. OF 2 IN CLEARANCE GENTER 7 10IMPTILIIEMBEIRSIIMIHRECIZEISEIElitlEIMIKIEM BEVERAGE L _ CENTER — GED�HE6F. " {, T. f W1;5(ilN •N. MULTIMEDIA CONSULTATION ATEA L J VESTIBULE E ND I REPRE REMAIN 0 PART ISC_OSE ONNECTIO THERTHAN WHICH THEY H DEVELOPED WI OF THIS OFFICE. HESE DRAWING ONSTITUTE CON CEPTANCE OF T VE DRAWINGS AND SPECIFICATIONS S, DESIGNS AND ARRANGEMENTS TED THEREBY ARE AND SHALL PROPERTY OF THIS OFFICE: AND REOF SHALL BE COPIED, OTHERS OR USED IN THE TH ANY WORK OR PROJECT E SPECIFIC PROJECT FOR E BEEN PREPARED AND UT THE WRITTEN CONSENT SUAL CONTACT WITH R SPECIFICATIONS SHALL SIVE EVIDENCE OF E RESTRICTIONS. NIIRM9ICWT allUldilattACINEWEIRNI OWE MULTIMEDIA CONSULTATION AREA P a =J L__I_J W SHA DIME AND BE AND CON OFFICE MUS EN DIMENSION AVE PRECED NS: CONTRA SPONSIBLE IONS ON T NO N THESE DRAWINGS CE OVER SCALED ORS SHALL VERIFY R ALL DIMENSIONS E JOB AND THIS ED OF ANY VARIATIONS FRO E DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. DIGITAL SCREEN DIGITAL L SCREEN J r 02011 RGLA SOLUTIONS, INC. 02011 ROBERT G. LYON & ASSOCIATES, INC. IJJF..:i ' 1 IIZu A (2) 36" HIGH PEDESTALS c of?0 +r 1411$ Tuu∎TaTt� *74., e �+ SWAM OFFICE *4 Z <0 w~ O cow Cr w am S_ASONAL EVENT DISFLAY TAABLE 41 (2 36" HIGH PEDESTALS 12 36" HIGH PEDESTALS 1230 ANDOVER PARK EAST TUKWILA, WA 98188 L J SIM. 17) SETS L YENS LINENS SERVEWARE GLASSWARE TABLE LINENS SETS & FLATWARE SETTINGS r I r r 7 r i f TABLE SETTINGS w 1 MISCELLANEOUS . 1 a SERVEWARE 1 1 _ w I-1 - -, -�- - -J FIXTURE PLAN & FIXTURE SCHEDULE FIXTURE SCHEDULE 0 J LJ EXISTIN1& TO REMAIN. ■N■ EVIE fED FOR Om ONCE APPROVED J FIXTURE PLAN 3/16' = I' -O' City of Tu 'la BUILDING ION 277 RECEIVED SEP 30 2011 PERMJTCEHTER DRAWN BY MW /JM CHECKED BY MNG JOB NUMBER 11098 SHEET NAME F -1.1 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rg1a.com REVISIONS: DATE: 4Dr lli�4' - 3/4" THK. CORIAN COUNTERTOP, WITH I }' THK. 08/12/11 FIXTURE FINISH SCHEDULE _ FRONT LIP. PROVIDE INTERNAL BLOCKING AS 2' -8. REQUIRED. LAMINATE SOLID SURFACE 09/27/11 ° ° I -8 4 8 k THK. QUARTZ COUNTERTOP, BUILT UP TO PL -I WILSONART, 1IIOK -'15, MONTANA WALNUT ® STONE-SOURCE, CELADOR, N100 SUPERWHITE, POLISHED FINISH �> ..-- : I I I I 1 L_ �,, ,.. 1 1 I I I I I I I I I I J J -.:.. ._a _.= rJ 1 I 1 I I 1- -' 1 I I I I_ J ♦ (6 7' �1 1 °, WITH INTERNAL. STEEL TUBE FOR SUPPORT. PL -2 FORMICA, SPECTRUM RED, 5450 -FV, VELOUR FINISH ® CORIAN, WHITE JASMINE _ .J L L L _ L j _ I I I L J I J Mr`" -� �uF \ 1' X }" TUBE STEEL SUPPORT, BOTH VERTICAL AND HORIZONTAL, TO SUPPORT CANTILEVERED FRONT EDGE. SEE PLAN FOR LOCATIONS AND QUANTITIES. PROVIDE k MILLWORK UNDERLAYMENT TO CPL -D FORMICA, NEW WHITE, 12236 -FV, VELOUR FINISH 0 s 11€R§ _. _.r.. z dk `I 2 T r L -� NEVAMAR, CHALK WHITE, 51024T WOOD or ... _....,. ... _ -v i " u. °i®®' =:: 1 91 R1 91 99 B 111 I9 BB ::l 1.0 && oL -.- - _. ....��Aii a °F®E=ilioRosif ll ::.�:�nm mE: : " is o�E�:=. -.� �.E I II B101 19 11 1B 11 ' 0 @ 0 0 1B 01 Port BI d:J @.1 2.RJi U CN -) WALNUT, NON YELLOWING POLYURETHANE FINISH QUARTZ TOP flap OAK TO MATCH F -5 (JUNKERS), NON YELLOWING POLYURETHANE FINISH Nr—_ CASH PLAN WRA I' x in TUBE STEEL SUPPORT /�\ I' o i-(:D " X #' TUBE STEEL SUPPORT I' X #' TUBE STEEL SUPPORT 9.-41/2" � 1_�� ""� ��g � II" i I �., c I 1 `� 1 ry g 0 SCALE. I/2' =I-O• 4 -0' INTERIOR DIVIDER PANEL ' § N-111/2" 3'-3' r B , u I SUPPORT EQUIPMENT 5 -i) o •i" MILLWORK CONSTRUCTION WITH PLASTIC LAMINATE FINISH PL-I LINE OF I i° QUARTZ SLAB RETURN PM PAD 31' BEYOND. i° INTERIOR MILLWORK WITH CONSTRUCTION PLASTIC LAMINATE FINISH r i" MILLWORK SIDE PANEL WITH PLASTIC LAMINATE FINISH BEYOND. METAL ANGLE BASE W/ BRUSHED STAINLESS I UY -1, 11' 9• 41 lit' GASH WRAP ELEVATION PL -I GRAIN TO RUN VERTICALLY 5 -I) GASH WRAP FINISH SECTION 4" THK. WHITE QUARTZ COUNTERTOP BUILT UP TO I in FRONT LIP. i° INTERIOR LAMINATE DRAWER ON 4BFRONT SCALE, I/2 •=1L0' SCALE: I• =I'-o" 3/4" THK. CORIAN COUNTERTOP, WITH I i" THK. ® , I'0 II/PLASTIC LAMINATE FINISH 1 THK. WHITE QUARTZ COUNTERTOP ® § � A ' I__. M- •--.•�- -- - -"' '1i1 I �, FULL EXTENSION GLIDES. FADE OF DRAWER TO BE LAMINATE FINISH PL -I INTERIOR OF CABINET TO BE WHITE LAMINATE. P P VIDE AD.�ISTABLE SHELF 5 -2 FRONT LIP. PROVIDE INTERNAL BLOCKING AS 2' -8' REQUIRED. ' BUILT UP TO I "FRONT LIP, I M . • PIH P I� II g I'_8• 4• 8" q 9 ; ig I Lr KEYBOARD J I KEYBOARD I I KEYBOARD ti ( li Ca , GFU GASH nRn►� 1 III II • m l4• '° r-I' ADJ. � P-I' / § / ,�. r I in DOOR FRONT ON CONCEALED HINGES. FACE OF DRAWER TO PwH1ER ADJ. SHELF F.E. e � �� a� s I" THK. QUARTZ COUNTERTOP, BUILT UP TO TRASH TRn I TRA5t1 _ �_ -�n ..0 ,..._ ::....:. 4O • r LIO BE LAMINATE FINISH PL-I S° 11 GUT OUT IN COUNTER ASH ACCESS FOR R T 2-0' I I I ", WITH INTERNAL STEEL TUBE FOR SUPPORT. ® ADJUSTABLE SHELVES ON PINS MILLWORK CONSTRUCTION WITH PLASTIC COFFEE COUNTER COFFE COUNTER PLAN SECTION 1 1/2' II 44• I'-' 44' 140' 13• 4'411/2• II 1 I/2• o.'!"'".. °., -'7711;i: v GASH WRAP REAR ELEVATION r THK. MILLWORK CONSTRUCTION DIVIDERS II/PLASTIC LAMINATE FINISH. _ RUN VERTICALLY 0 SCALE. I/2• =1' -0' SCALE, I/2 " =I,-O" ® GUT OUT FOR TRASH. FACE OF GUT ♦ OUT TO BE CLAD IN WHITE QUARTZ / `� _ I"" — .� G,ec, {DRAWER s s SCALE: I/2'= ILO 0 I' X �' TUBE STEEL SUPPORT I § 40 ` • " THK. WHITE QUARTZ COUNTERTOP BUILT UP TO I FRONT LIP. 2-V 2'" O LAMINATE FINISH PL -I WHITE QUARTZ LEDGE AND SIDE PANEL FAUX .:. s. 1 FAUX DRAWER FRONT N P-101/2' �•° `°"- ^° "' T - __ I " il Imo INTERIOR OF CABINET TO BE WHITE LAMINATE TRASH GAN BY OWNER "DOOR FRONT ON CONGEALED a LINE OF I }" QUARTZ SLAB RETURN BEYOND. \ �` -- III 111 III" I1I III INTERIOR MILLWORK L CONSTRUCTION WITH PLASTIC LAMINATE FINISH I , I 1 HINGES. FAGS TO BE LAMINATE FINISH PL -I I'-10' MILLWORK SIDE PANEL WITH PLASTIC r-0• COUNTER LAMINATE FINISH BEYOND. METAL ANGLE BASE W/ BRUSHED STAINLESS COFFEE COUNTER GOFFE CASH WRAP FINISH 0 SECTION ELEVATION SECTION (1) ® GRAIN TO SCALE I/2' =1' -0' • SCALE: 1/2 " =ILO" CASH WRAP ELEVATION SCALE, r = r -o„ cSIDE SCALES VV. 1.-0' 21'-11' 0 'MARLITE' MERCHANDISE PANEL SYSTEM. ALULINE PROFILE, ALUBOARD 6MM RAIL HORIZONTAL SYSTEM BY OTHERS. FINISH 150 GOSHEN WHITE }' THK. WHITE QUARTZ COUNTERTOP, BUILT UP TO I i' FRONT LIP. ® DRAWER FRONT ON FULL EXTENSION GLIDES. PROVIDE PLASTIC LAMINATE FRONT ' 1 1 I 'MARLITE' MERCHANDISE PANEL SYSTEM. ALULINE PROFILE, ALUBOARD 6MM RAIL HORIZONTAL SYSTEM BY OTHERS. FINISH 150 GOSFEN WHITE. ■ THK. WHITE I I DIGITAL SCREEN _.._..� =a ®� 1 MARLITE' MERCHANDISE PANEL SYSTEM. ALULINE PROFILE, ALUBOARD 1 bMM RAIL HORIZONTAL SYSTEM BY OTHERS. FINISH I: 150 GOSHEN WHITE. , "THK WHITE QUARTZ 1 1/2" ♦A. f BACK WRAP .,a PLAN .P m- b _ _.- ` m _ = a ��e ��®� 'P- - as W SCALE, I/2"= ILO' 18 -0" 'MARLITE' MERCHANDISE i § ♦ _ PANEL SYSTEM. ALULINE PROFILE, ALUBOARD LINE OF SHELVE-5 ABOVE bMM RAIL HORIZONTAL ' THK. WHITE QUARTZ COUNTERTOP ® SYSTEM BY OTHERS. FINISH BUILT UP TO I " FRONT LIP. 150 GOSHEN WHITE. 5GM (® ` " THK. WHITE QUARTZ COUNTERTOP ® r BUILT UP TO I }' PROFILE. COUNTERTOP, BUILT UP 1 TO I i" FRONT LIP. - COUNTERTOP, BBUUILT UP TO I i" FRONT LIP. n n - I _ \ 7 DIAPER I DRAPER DRAPER 1 DRAPER DRAPER DRAPER DIZAYei IXLANER � I:... t r n, m i" INTERIOR LAMINATE DRAWER ON FULL I EXTENSION GLIDES. PROVIDE PLASTIC L J DRAPER \ INTERIOR OF CABINET TO BE WHITE LAMINATE r DRAWER FRONT ON FULL EXTENSION GLIDES. PROVIDE PLASTIC LAMINATE FRONT - INTERIOR OF CABINET TO BE WHITE LAMINATE i" DRAWER FRONT ON FULL EXTENSION GLIDES. PROVIDE PLASTIC LAMINATE FRONT . LAMINATE PL -I FINISH DRAWER FRONTS" I l ,. I � I. I' ,• DRAPER IRArER PRAYER .Oh, s ' u - , I'-4" i" THK. WHITE QUARTZ COUNTERTOP, ID■ " : BUILT UP TO I D. FRONT LIP. � r ., v f, �� v =r; vv : m 2' -7 I/2 " 2,-6 2-6 2-v 2-v 2'-6 2'-e r -B" ♦ . ® I.4. M• (PL -] r Ir f i X'/ '4'' BACK WRAP BACK WRAP FRONT ELEVATION i" MILLWORK GONSTRUGTED DRAWER FRONT SECTION � m m SCALE. 1/2•=r-O" BUNKER UNIT BUNKER UNIT BUNKER UNIT BUNKER UNIT �' ' I/2 „ =1-°• PI GRAIN TO RUN VERTICALLY PLAN ELEVATION SECTION SECTION • SCALE: I/2 " =I, -O i SCALE. 1/2"=I LO' SCALE: I/2' =I, -0” • SCALE: I/2'mr -O" WA m m 0 i.,... R F."a. ` «e "k r` . ry ' F CODE COMPUANcE PPR(Y OCT 2 7 2011 g `• City of Tukwila BUILDING DIVISION ,I RECEIVED SEP 3 0 2011 REIVAITCENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rg1a.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08105!11 ISSUED FORBID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM / 1 09/09/11 BUILDING COMMENTS 09/27/11 5284 REGISTERED ►� ARCHITECT :E OAF. GVEiOsIf E1i rO N. SEAL: THE ABO DRAWINGS AND SPECIFICATIONS AND ID , DESIGNS AND ARRANGEMENTS REPRES ED THEREBY ARE AND SHALL REMAIN T PROPERTY OF THIS OFFICE: AND 0 PART EREOF SHALL BE COPIED, CLOSE TO OTHERS OR USED IN THE NECT N WITH ANY WORK OR PROJECT 0 ' T N THE SPECIFIC PROJECT FOR WHIC Y HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 52011 RGLASOLUTIONS, INC. ® 2011 ROBERT G. LYON & ASSOCIATES, INC. cor 1230 ANDOVER PARK EAST TUKWILA, WA 98188 FIXTURE DETAILS DRAWN BY RS CHECKED BY MNG JOB NUMBER 11098 SHEET NAME F1.2 . ro LJI 2'-0 CHAIR DISPLAY PLAN SCALE. I/2 " =I' -0' III II 11 II ✓ u 1 1/2" X 1 I/2" TUBE 5TEEL SUPPORT. WELD TO VERTICAL UPRIGHT. SECURE SHELF TO SUPPORT 11/5ET SCREW BENEATH 1 1/2' X 1 1/2" VERTICAL TUBE STEEL SUPPORT. WELD HORIZONTAL STEEL TO 71113E TO SUPPORT FIXED 3' SHELF. SECURE TO FLOOR AS REQUIRED. i" 171A. STAINLESS STEEL RAIL, 3" HIGH i° MILLWORK CONSTRUCTION W/ PLASTIC LAMINATE FINISH. PL -3 \ r DATE: — 08/05/11 ISSUED FOR BID 08/12/11 i" MILLWORK PLASTIC LAP II _..--1 ADDENDUM Q 09/09/11 BUILDING COMMENTS/ 09/27/11 T. F1.3 A i" DIA. STAID " THK. MILLh PRIMED. PAIN II 11 . \ 74 CP -3) 0 0 \ CHAIR DISPLAY FRONT ELEVATION SCALE. I/2' =1' -0' W/ INATE FINISH. STEEL RAIL, 3' HIGH RK PANEL , DELIVERED TO MATCH ADJACENT WALL FIXTURE FINISH SCHEDULE LAMINATE SOLID SURFAGE WILSONART, /110K-15, MONTANA WALNUT STONESOURCE, GELADOR, #100 SUPERWHITE, POLISHED FINISH FORMICA, SPECTRUM RED, 8456 -FV, VELOUR FINISH CORIAN, WHITE JASMINE PL -3 FORMICA, NEW WHITE, 1223G -FV, VELOUR FINISH NEVAMAR, CHALK WHITE, 51024T WOOD WALNUT, NON YELLOWING. POLYURETHANE FINISH OAK TO MATCH F -3 (JUNKERS), NON YELLOWING POLYURETHANE FINISH 0 2-3' T [V 2'—q' GHAIR DISPLAY SECTION SCALE. 3/4 " =I' -O° LINE OF GYP. BD. WALL BEYOND 8q° THK. MILLWORK PANEL , DELIVERED PRIMED. PAINT TO MATCH ADJACENT GYP. BD. HALL i" DIA. STAINLESS STEEL RAIL, 3° HIGH i° MILLWORK CONSTRUCTED SHELF WITH PLASTIC LAMINATE FINISH 1 I/2" X 11/2' TUBE STEEL CENTER SUPPORT. NEW TO VERTICAL UPRIGHT " THK. MILLWORK PANEL , DELIVERED PRIMED. PAINT TO MATCH ADJACENT WALL (P -3) 1 I/2" X 1 1/2" VERTICAL TUBE STEEL SUPPORT. WELD HORIZONTAL STEEL TO TIRE TO SUPPORT FIXED 3" SHELF i' DIA. STAINLESS STEEL RAIL, 3" HIGH iq' MILLWORK CONSTRUCTED SHELF WITH PLASTIC LAMINATE FINISH 1 I/2" X 1 I/2" TUBE STEEL CENTER SUPPORT. WELD TO VERTICAL UPRIGHT. SECURE SHELF TO SUPPORT W/SET SCREW BENEATH ANCHOR 1 ' SQ. TUBE STEEL TO FLOOR AS REQUIRED TO PROVIDE STABILITY DIA. STAINLESS STEEL RAIL, 3" HIGH ' MILLWORK CONSTRUCTION DIVIDERS /9' 1 3"' r It6' !r SHELVING UNIT PLAN SCALE. I/2 " =I' -0' 3" THK. MILLWORK SHELF WITH WHITE PLASTIC LAMINATE FINISH 11 11 11 4 1 1 ADJ. SHELF ADJ. SHELF ADJ. SHELF ADJ. SHELF ADJ. SHELF ADJ. SHELF ADJ. SHELF ADJ. SHELF a SHELVING UNIT ELEVATION SCALE. I/2 " =1' -0' ADJ. SHELF ADJ. SHELF 1 ' SQ. TUBE STEEL IN EAGH VERTICAL DIVIDER. PENETRATE ACOUSTICAL CEILING AND SECURE TO WALL AS REQUIRED FOR STABILITY. ' MILLWORK CONSTRUCTION DIVIDERS WD -I 3" THK. MILLWORK SHELF WITH WHITE PLASTIC LAMINATE FINISH 1I 1 I 1Y II ADJ. SHELF ADJ. SHELF 1 18 11 I I m 11 1 1 ' SG. TUBE STEEL ANCHORED TO FLOOR AS REQUIRED. 7 ‘ . 1 1 - 1 }' 5Q. TUBE STEEL IN EACH VERTICAL DIVIDER. PENETRATE ACOUSTICAL CEILING AND SECURE TO WALL AS REQUIRED FOR STABILITY. 8' -3' 21-0' I' -6' /3'/ 1 B 6 3'—q' 3/4" THK. MILLWORK BACK PANEL WITH PLASTIC LAM. FINISH 3/4" THK. MILLWORK SHELVING UNIT PLAN/SECTION SCALE. 3/4' =I' -0" 1 ' THK. MILLWORK SHELF WITH PLASTIC LAMINATE FINISH PL -3 4" DIA. GROMMET WITH PIN FOR SHELF SUPPORT. TYPICAL INSIDE OF ALL DIVIDERS 1 in SQ. TUBE STEEL, FRONT AND BAGK, IN EACH VERTICAL DIVIDER. PENETRATE ACOUSTICAL CEILING AND SECURE TO WALL AS REQUIRED FOR STABILITY. 1 1 1 8 1 I'-2 I/4' 11/2' 11/2' to in I in SQ. TUBE STEEL IN EACH VERTICAL DIVIDER. PENETRATE ACOUSTICAL CEILING AND SECURE TO HALL AS REQUIRED FOR STABILITY. O 0 • • 3' THK. DIVIDER PANEL WITH WALNUT • • 0 0 0 0 0 0 0 00' 0 0 0 0 0 0 0 0 nth TIRRRIIT iRIRI ..,..,.,; 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 9- ADJUSTABLE SHELF WITH WHITE PLASTIC LAMINATE FINISH 4" DIA. GROMMET WITH P114 FOR SHELF SUPPORT. TYPICAL INSIDE OF ALL DIVIDERS ADJUSTABLE SHELF WITH WHITE PLASTIC LAMINATE FINISH PL-3 1 of 01 1 SHELVING UNIT SEGTION SCALE. 3/4" =1' -0" ADJUSTABLE SHELF WITH WHITE PLASTIC LAMINATE FINISH PL -3 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM Q 09/09/11 BUILDING COMMENTS/ 09/27/11 SHEET NAME F1.3 A ■ cs C In CO N P. a-- '- 0 Ti co -he � J o o cc d ` o V o0) N 0 ID 0 • t N tier nn CO CD NI- et co w ri. w E O o 0, IEEE'. A. STATE OF RFVIEINED FOR CODE COMPLIANCJ APP OV W OCT 27 2011 4" DIA. GROMMET WITH PIN FOR SHELF SUPPORT. TYPICAL INSIDE OF ALL DIVIDERS ANCHOR TO FLOOR AS REQUIRED TO STABILIZE. City of Tukwila BUILDING DIVISION RECEIVED SEP 30 2011 PERMIT CENTER E ABOVE DRAWINGS AND SPECIFICATIONS A • IDEAS, DESIGNS AND ARRANGEMENTS R RESENTED THEREBY ARE AND SHALL R IN THE PROPERTY OF THIS OFFICE: AND NO • RT THEREOF SHALL BE COPIED, DIS OSED TO OTHERS OR USED IN THE CO CTION WITH ANY WORK OR PROJECT OTH • THAN THE SPECIFIC PROJECT FOR WHI • THEY HAVE BEEN PREPARED AND DEVE •PED WITHOUT THE WRITTEN CONSENT OF T . OFFICE. VISUAL CONTACT WITH DRAWINGS OR SPECIFICATIONS SHALL C• • ITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC. 0 2011 ROBERT G. LYON 8 ASSOCIATES, INC. CORF 1230 ANDOVER PARK EAST TUKWILA, WA 98188 FIXTURE DETAILS DRAWN BY RS CHECKED BY MNG JOB NUMBER 11098 SHEET NAME F1.3 A I I/2" I I/2' N iv / 'i' MILLWORK WITH WALNUT VENEER FINISH TO MATCH HARDWOOD TO BE INSTALLED AFTER FRAME 15 LIFTED INTO PLAGE. DETAIL SCALE. 6 " =1'-O" LINE OF GYP. BD. WALL BEYOND 1" X 3" HARDWOOD FRAME LINE OF HARDWOOD FRAME APPLIED TO GYP. BD. WALL BEYOND LINE OF VERTICAL!" X 2' HARDWOOD WITH WALNUT FINISH. ROUTE INTO FULL LENGTH HORIZONTAL MEMBER CIO 11 X 2' HARDWOOD 3' -2' 3' -2• W-2' 11 II PLAN VIEW — SCREEN WALL ®VESTIBULE SCALE. I/2". ILO" 34' 0 34' J J J J J J J J L J J J J J J J J L 11 i" FILLER PANEL AT TOP ON BOTH SIDES x 2' HARDWOOD LOUVERS 2" OPEN SLOT (TYPICAL) ELEVATION — SCREEN WALL @VESTIBULE SCALE. I/2' =1'-0" ' FILLER PANEL AT TOP ON BOTH SIDES FIXTURE FINISH SCHEDULE LAMINATE SOLID SURFACE WILSONART, 7II0K -13, MONTANA WALNUT STONE-SOURCE, GELADOR, #100 SUPERWHITE, POLISHED FINISH FORMICA, SPECTRUM RED, 3456 -FV, VELOUR FINISH GORIAN, WHITE JASMINE FORMICA, NEW WHITE, 1223G -FV, VELOUR FINISH PL -4 NEVAMAR, CHALK WHITE, 51024T WOOD Cvv -i WALNUT, NON YELLOWING POLYURETHANE FINISH OAK TO MATCH F -3 (JUNKERS), NON YELLOWING POLYURETHANE FINISH 11 x 2' HARDWOOD LOUVERS 2" OPEN SLOT (TYPICAL) SECTION — SCREEN WALL ®VESTIBULE SCALE. 1/2 " =I' -0" o4r 541' 3'-II' 4, 11 PLAN VIEW — SCREEN WALL ®APARTMENT/LOFT AREA SCALE. I/2• =1' -0' 340' 1. 11 ELEVATION — SCREEN WALL @APARTMENT/LOFT AREA SCALE. I/2' =I' -0• i" FILLER PANEL AT TOP ON BOTH SIDES 1" x 2" HARDWOOD LOUVERS 2" OPEN SLOT (TYPICAL) u 1 i•i■iui i•iui i Zti i" FILLER PANEL AT TOP ON BOTH SIDES 1" x 2" HARDWOOD LOUVERS 2" OPEN SLOT (TYPICAL) SECTION — SCREEN WALL @APARTMENT /LOFT AREA SGALE. I/2•= I' -0" PLAN VIEW — SCREEN WALL @CORT FURNITURE SOLUTIONS SCALE, I/2 " =1' -0• ti in FILLER PANEL AT TOP ON BOTH SIDES (Op " x 2" HARDWOOD LOUVERS 2' OPEN SLOT (TYPICAL) ELEVATION — SCREEN WALL @GORT FURNITURE SOLUTIONS SCALE. I/2'= I' -0' i" FILLER PANEL AT TOP ON BOTH SIDES 1' x 2" HARDWOOD LOUVERS 2' OPEN SLOT (TYPICAL) SECTION — SCREEN WALL ®GORT FURNITURE SOLUTIONS SCALE. I/2. =I' -0• R L 9 11 5 1/2' 7\ 1'3' I'-6• 5 1/2" 1'-3" 4' -0• CUSTOMER TABLE PLAN SCALE. I/2 " =1'-O" LINE OF FULL HEIGHT GYP. BD. WALL CLEAT TABLE TOP TO WALL AS REQUIRED FOR STABILITY ANODIZED ALUMINUM TABLE LEGS. ALL EDGES AND WELDS GROUND SMOOTH ANODIZED ALUMINUM SUPPORT PLATE, WELDED TO BASE AND SECURED TO TABLE TOP. ALL WELDS TO BE GROUND SMOOTH. 1' 59. ANODIZED ALUMINUM SUPPORT PEDESTAL WITH 1' RADIUS EDGES I " THK. PLASTIC LAMINATE TOP PL-3 4' -0' CUSTOMER TABLE FRONT ELEVATION SCALE. I/2 " =I' -0' LINE OF FULL HEIGHT GYP. BD. WALL 14" THK. PLASTIC LAMINATE TOP (PL -3) ANODIZED ALUMINUM SUPPORT PLATE, WELDED TO BASE AND SECURED TO TABLE TOP. ALL WELDS TO BE GROUND SMOOTH. 1" SQ. ANODIZED ALUMINUM SUPPORT PEDESTAL WITH!" RADIUS EDGES ANODIZED ALUMINUM TABLE LEGS. ALL EDGES AND WELDS GROUND SMOOTH. PROVIDE LEVELERS 2' -0' LINE OF FULL HEIGHT GYP. BD. HALL I " THK. PLASTIC LAMINATE TOP (PL -3) ANODIZED ALUMINUM SUPPORT PLATE, WELDED TO BASE AND SECURED TO TABLE TOP. ALL WELDS TO BE GROUND SMOOTH. 1' 5Q. ANODIZED ALUMINUM SUPPORT PEDESTAL WITH 1' RADIUS EDGES ANODIZED ALUMINUM TABLE LEGS. CLEAT TABLE TOP TO HALL AS AL EDGES AND WELDS GROUND REQUIRED FOR STABILITY SMOOTH. PROVIDE LEVELERS CUSTOMER TABLE SIDE ELEVATION SCALE. 1/2' =1'-0" bl 1 REVI kTED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION RECEIVED SEP 3 0 2011 PERMITCENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS / ' \ 09/02/11 ADDENDUM / \ 09/09/11 BUILDING COMMENTS 09/27/11 il= 5 :4 G, I SEAL: lD cD N 0 E N 1- In 0 0 ra - -tl'N V o I� d • a-• f0 r- l- Q) fD CD 0 Rs .cr 3 ix D_ 1-• >d I) O 1n A. f LO 6A,,1J, L (JIB Uvr;`IUVU THE ABO AND IDEA REPRESE REMAIN T NO PART T DISCLOSED CONNECTIO OTHER T WHICH THE DEVELOPED OF THIS O ESE D 11 DRA GS AND SPECIFICATIONS DESI t S AND ARRANGEMENTS ED THEREBY ARE AND SHALL PROPERTY OF THIS OFFICE: AND REOF SHALL BE COPIED, 0 OTHERS OR USED IN THE WITH ANY WORK OR PROJECT HE SPECIFIC PROJECT FOR AVE BEEN PREPARED AND THOUT THE WRITTEN CONSENT OFF E. VISUAL CONTACT WITH RA NGS OR SPECIFICATIONS SHALL CONCLUSIVE EVIDENCE OF CE OF THESE RESTRICTIONS. Cv ACC WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC. ® 2011 ROBERT G. LYON &ASSOCIATES, INC. CORF 1230 ANDOVER PARK EAST TUKWILA, WA 98188 FIXTURE DETAILS DRAWN BY RS CHECKED BY MNG JOB NUMBER 11098 SHEET NAME F1.4 MOUNT MONITOR SWING ARM TO TOP PER MANUFACTURERS INSTRUCTIONS 1 THK. WHITE PLASTIC LAMINATE SLAB END 4'-0 I/2' 2'-1 1/2' 3 I' -1O 1/2' I'-I' 4' 2" DIA. GROMMET FOR CORD ACCESS 1 }" THK. WHITE PLASTIC LAMINATE TOP KEYBOARD d MOUSE BELOW KIOSK PLAN SGALEt 3/4 "•I' -0" m 1/2' in i" INTERNAL DIVIDER PANEL 1 1/2" MILLWORK TOP W/PLASTIG LAMINATE FINISH 4. ROUTED REVEAL IN PLASTIC LAMINATE SURFACE PL -2 1 1/2" MILLWORK SLAB END 1^/PLASTIC LAMINATE FINISH PL -3 4" H. APPLIED BRUSHED rf— STAINLESS STEEL METAL BASE I' -IO' 2-I I/2' KIOSK BACK ELEVATION SGALEI 3/41•I' -0" MOItIITOR IE KEYBOARD 4 MOUSE 1PIN PAD1 GASH DRAWER 1 I CPU Li2' -1 I/2' PRINTER I'-10' KIOSK FRONT ELEVATION SCALE' 3/4 "•1' -0" .4- 2' -2' I/2' CONTINUOUS PIANO HINGE ON SWING DOWN DOOR PANEL WITH MAGNETIC CATCH PL_2 ' MILLWORK CONSTRUCTION IN/PLASTIC LAMINATE FINISH 4" H. APPLIED BRUSHED PL -2 STAINLESS STEEL METAL f BASE 1 1/2" MILLWORK TOP qEL -� IN/PLASTIC LAMINATE FINISH '" MILLWORK CONSTRUCTION IN/PLASTIC LAMINATE FINISH I/2' i" ROUTED REVEAL IN PLASTIC LAMINATE SURFACE 2' DIA. GROMMET FOR CORD ACCESS, (I) SIDE ONLY. 4" H. APPLIED BRUSHED STAINLESS STEEL METAL BASE KIOSK SIDE ELEVATION SGALE1 3/4 "•I' -0" 2' -2' 2° DIAMETER GROMMET FOR CORD ACCESS. (TOP 4 BOTTOM) ' MILLWORK TOP WITH PLASTIC LAMINATE FINISH PL -3 AVM 1,1,111.111111 ME II] UNDER MOUNT KEY PAD PLATFORM. FOR SPECIFICATION SEE OWNERS INFORMATION UNDER MOUNT CPU ATTACHED TO in THK. MILLWORK SHELF PL -2 ' MILLWORK SHELVES WITH PLASTIC LAMINATE FINISH �L -2) KIOSK SECTION SCALE. 3/4 "•I' -0" 4" H. APPLIED BRUSHED STAINLESS STEEL METAL BASE VOID SPACE KIOSK SECTION SGALE. 3/4 "•1' -0" FIXTURE FINISH SCHEDULE LAMINATE SOLID SURFACE PL-I WILSONART, 1IIOK -18, MONTANA WALNUT STONESOURGE, GELADOR, #100 SUPERWHITE, POLISHED FINISH FORMICA, SPECTRUM RED, 8456 —FV, VELOUR FINISH GORIAN, WHITE JASMINE FORMICA, NEW WHITE, 1223. —FV, VELOUR FINISH (PL -4) NEVAMAR, CHALK WHITE, 51024T WOOD WALNUT, NON YELLOWING POLYURETHANE FINISH OAK TO MATCH F -3 (JUNKERS), NON YELLOWING POLYURETHANE FINISH ' MILLWORK TOP WITH PLASTIC LAMINATE FINISH L -3) ' ' MILLWORK SHELVES WITH PLASTIC LAMINATE FINISH 4' REVEAL GUT INTO PLASTIC LAMINATE SURFACE ° MILLWORK SWING DOWN DOOR WITH PLASTIC LAMINATE FINISH AND MAGNETIC TOUGH LATCH P74 GONTINUOUS PIANO HINGE 4° H. APPLIED BRUSHED STAINLESS STEEL METAL BASE A b11 X77 REVIEWaD FOR CODE COMPUANCE A° PROVE' OCT 27 2011 City of Tukwila BUILDING DIVISION RECEIVED SEP SO 2011 PERMITCENTS rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rg1a.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 ISSUED FOR BID 08/12/11 CITY COMMENTS ! ' \ 09/02/11 ADDENDUM /2\ 09/09/11 BUILDING COMMENTS 09/27/11 OD to CO N O t� N a- N ol.a• V • • N J n m . —co co m ` - �o oo 4) > CE 0 0 ‘a 52 0 R!i ER.1 AR 1 I EC US'EP11 GTOGI•IE ;, r. hfi o VVi'1,i'11d ' THE = • •' WINGS AND SPECIFICATIONS • IDEAS, • GNS AND ARRANGEMENTS • EREBY ARE AND SHALL MAIN THE PR PERTY OF THIS OFFICE: AND F SHALL BE COPIED, DI' OSED TO HERS OR USED IN THE CON CTION WI I ANY WORK OR PROJECT OTHE SPECIFIC PROJECT FOR WHICH T ' .., BEEN PREPARED AND DEVELOPED ' ' HOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC. ® 2011 ROBERT G. LYON &ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 FIXTURE DETAILS DRAWN BY RS CHECKED BY MNG JOB NUMBER 11098 SHEET NAME F1,5 O DE% O TRUE 01 0 0 o% 0 LIGHTING PLAN 1/8" = 1' -0" 0 x 0 k 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 , 0 0 0 0 0 0 0 0 1_161-IT I XTURE SGHE DUI TYPE SYMBOLS DESCRIPTION MFR. MODEL NO. LAMP TYPE WATTAGE VOLTAGE O - GON -TECH LOW VOLTAGE ARIII GIMBAL TRACK FIXTURE OVERALL DIMENSIONS: 8 -I/8" X 2" X3 -I/4" GON -TECH FIXTURE - CTL836 / III -P TRANSFORMER - LA2050N -P (I) 50V1 ARIII LAMP, 12V 5DW 120V ONOT USED O GON -TECH VARIA CONGEALED TWO ADJUSTABLE ILLUMINATION METAL HALIDE LAMP WITH FULLY ADJUSTABLE TRIM. OVERALL DIMENSIONS: 23 -5/8" X 6 -1/8" X 6-GI/I6" GON TECH FIXTURE LVN 2016MH 20W X2 P GTR325MH P (2) LAMP 20W EACH 48W 120V 1 0 0 1 O 0 CON-TECH 6" COMPACT FLUORESCENT REGE55ED DOWN LIGHT OVERALL DIMENSIONS: I33/4 " X 2 13/16 X 6 3/4 GON -TECH FIXTURE - �RL132= R -120V (1) LAMP 32W COMPACT FLUORESCENT 3�W 120V O COOPER LIGHTING GLASS RI SERIES GORELITE 24 "X24" ULTRA SHALLOW RECESSED OVERALL DIMENSIONS: 24" X 24" X 3/4" COOPER LIGHTING FIXTURE RI W B -2 T5 G UNV 22 TI (2) LAMPS T5 HIGH OUTPUT 121W 120V/277V UNIVERSAL O0 PAR2O GMH ROUND HOUSING CONGEALED ADJUSTABLE ILLUMINATION GON -TECH FIXTURE - LVN- 3G20MH121RD -P 3G1A1 PAR2O MH 421AI 120V XI r♦\ ,� RED LED EXIT SIGN W/ 1O MIN. BATTERY BACK -UP. WHITE HOUSING, UNIVERSAL MOUNTING, DUAL VOLTAGE 0 G' -O" A.F.F. U.N.O. EXITRONIX VEX U BP WB WH N/A 5 120V O EMERGENCY LIGHT W/ c10 MIN. BATTERY BACK -UP. WHITE HOUSING W/ TWO ADJUSTABLE HEADS, DUAL VOLTAGE @ 12' -6" A.F.F. U.N.O. EXITRONIX LL GO N/A 10 120V EX EXISTING LIGHT FIXTURES TO REMAIN 0120116490_E10.dwq 08 -04 -1 I 15:49 Jeff.Lrawrence LIGHTING CODED NOTES 0 UNLESS INDICATED OTHERWISE, ALL LIGHTS IN THIS AREA ARE EXISTING TO REMAIN. RE- CIRCUIIT TO NEW PANEL AS REQUIRED. ELECTRICAL SYMBOLS LEGEND PANEL AND CIRCUIT NUMBERS, PHASE, NEUTRAL, GROUND CONDUCTORS, AND SWITCH LEGS, ARE AS INDICATED ON PLANS. A -1,3,5 A -7 9 IC IC 0 $2 $0R CIRCUIT HOME RUN PARTIAL CIRCUIT HOME RUN CIRCUIT LOADING BEYOND THIS POINT CONDUIT INSTALLED CONCEALED ABOVE CEILING OR IN WALL CONDUIT INSTALLED CONCEALED BELOW FLOOR SLAB OR UNDERGROUND CONDUIT UP OR DOWN AS MARKED GROUND CONNECTION 20 AMP SINGLE POLE SWITCH, 3' -10" OR AS NOTED 20 AMP DOUBLE POLE SWITCH, 3' -10" OR AS NOTED DIGITAL COUNT DOWN 'OVER RIDE' WALL SWITCH, 3' -10" SINGLE RELAY OCCUPANCY SENSOR, LINE VOLTAGE, WALL MOUNTED, 3' -10" 2 T DUAL RELAY OCCUPANCY SENSOR, LINE VOLTAGE, WALL MOUNTED, 3' -10" OCCUPANCY SENSOR, LINE VOLTAGE, CEILING MOUNTED TRACK MOUNTED CURRENT LIMITER, CURRENT AMPS AS INDICATED. 20 AMP DUPLEX RECEPTACLE, 18" OR AS NOTED OS 7.5 G 000 TC C2 0 C3 0 J C4 WEATHERPROOF GFI RECEPTACLE, 18" OR AS NOTED. MOUNT HORIZONTAL. GROUND FAULT DUPLEX RECEPTACLE, 18" OR AS NOTED 20 AMP DOUBLE DUPLEX RECEPTACLE, 18" OR AS NOTED SPECIAL RECEPTACLE, NEMA STYLE AS NOTED, 18" OR AS NOTED THERMOSTAT /TEMPERATURE SENSOR /HUMIDISTAT PROVIDED BY MECHANICAL CONTRACTOR. EC SHALL PROVIDE WALL BOX AT 48" AFF AND 1/2" CONDUIT WITH PULLSTRING TO ASSOCIATED EQUIPMENT. TIMECLOCK, 6' -2" OR AS NOTED PHOTOCELL TO NON- REMOVABLE PANEL OF ROOF TOP UNIT AND FACING NORTH DAYLIGHT PHOTO SENSOR, INTERLOCK WITH CIRCUIT AS SHOWN. LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE MOUNTED NEXT TO TIMECLOCK JUNCTION BOX PANELBOARD, TOP 6' -0" DISCONNECT SWITCH DISCONNECT SWITCH FURNISHED WITH EQUIPMENT MOTOR CONNECTION DUCT TYPE SMOKE DETECTOR WITH SAMPLING TUBES. REMOTE ALARM LIGHT MOUNTED BELOW DETECTOR FLUSH IN CEILING. DIGITAL TIME CLOCK: ASTRONOMIC, 365/7 DAY, 4 CHANNEL, WITH POWER OUTAGE BACKUP PHOTOCELL: MOUNT ON NON- REMOVABLE PANEL OF ROOF TOP UNIT FACING NORTH b11%-).77-7 #12 SAFETY WIRE TIED TO SAFETY WIRE SUPPORT HOLES & FASTENED TO BLDG. STRUCTURE. MINIMUM (2) SAFETY WIRES PER LIGHT FIXTURE PLACED AT DIAGONAL CORNERS. IF CEILING SYSTEM IS FIRE RATED, WIRES ARE TO BE DISTINGUISHABLE BY COLOR OR TAGGING PER NEC 300.1 1(1). LIGHT FIXTURE SAFETY WIRE SUPPORT HOLE, TYPICAL A -23 OR DIGITAL 'OVER RIDE' TIMER: 2 HOUR COUNT DOWN LIGHTING CONTACTOR(S): 30 AMP ELECTRICALLY HELD WITH NORMALLY OPEN CONTACTS, PROVIDE QUANTITY OF POLES AS INDICATED ON PANEL SCHEDULE WITH ADDITIONAL (2) SPARE POLES. HILTI CC27 CLIP OR EQUAL 03 TYPICAL LIGHTING NOT TO SCALE NOTE: FIXTURE INSTALLATION TO COMPLY WITH ASTM C636 -96 AND U.B.C. SECTION 25.213. EXPOSED T -BAR CEILING SUPPORT RESTRAINT CLIP MINIMUM (4) PER LIGHT FIXTURE, SECURELY ATTACHED TO CEILING GRID PER N.E.C. 410.16(C) SEPARATE PERMIT AND APPROVAL REQUIRED NOTE: ALL WIRES ARE TO BE TAUT WITH A MINIMUM OF 3 TIGHT TURNS AROUND SELF - TYPICAL FIXTURE SUPPORT DETAIL 9-1.- NEUTRAL EXTERIOR LIGHTING AND SIGNAGE a H — GENERAL LIGHING b H DISPLAY LIGHTING GENERAL LIGHTING - RECEIVED US 1 0 TIMECLOCK CONTROL DETAIL " 12011 K NOT TO SCALE PERM THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY, THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 C SEAL: E 0 0 THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. © 2011 RGLA SOLUTIONS, INC. m 2011 ROBERT G. LYON & ASSOCIATES, INC. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 Washington Certificate of Authorization Number 601895526 T 913 - 383 -2621 F 913 - 383 -2831 larsonbinkley.com Copyright 2011 A 1230 ANDOVER PARK EAST TUKWILA, WA 98188 LIGHTING PLAN DRAWN BY JDL CHECKED BY JCC / TWD JOB NUMBER ..eY 11098 SHEET NAME E.1.0 ELECTRICAL SPECIFICATIONS COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATIONS IN EFFECT, AND WITH THE MOST RECENT EDITION OF THE NATIONAL ELECTRICAL CODE, ADA, APPLICABLE SECTIONS OF OTHER NFPA, OSHA, LIFE SAFETY CODES AND RECOMMENDATIONS, AND THE INTERIM AMENDMENTS IN EFFECT AT THE TIME OF THE PROPOSAL. ALL MATERIALS USED SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS ESTABLISHED BY THE UNDERWRITERS LABORATORIES INCORPORATED. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR ELECTRICAL WORK ARE DIAGRAMMATIC, SHOWING THE LOCATION, TYPE, DEVICES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. PROVIDE ALL FIXTURES, DEVICES, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT FURNISHED BY OTHERS. ELECTRICAL DESIGN FOR THIS INSTALLATION IS BASED ON FIELD INSPECTIONS AND PREVIOUS DESIGN DRAWINGS FOR THE EXISTING BUILDING. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALLOWANCES ARE TO BE INCLUDED FOR UNFORESEEN EXISTING CONDITIONS THAT MAY EFFECT THE CONTRACTOR'S SCOPE OF WORK. MINOR DEVIATIONS REQUIRED FOR ACCOMPLISHING THE INTENT OF THIS DESIGN IS TO BE INCLUDED IN THIS ALLOWANCE. ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" STANDARDS, AND WITH THE REQUIREMENTS OF THE EXISTING ROOFING WARRANTY. ELECTRICAL DESIGN HAS BEEN BASED ON THE INSTALLATION OF 75 °C CONDUCTORS CONNECTED TO TERMINAL LUGS AND EQUIPMENT, U.L. LISTED FOR A MINIMUM 75 °C. CONDUCTORS TERMINATED ON EQUIPMENT OR DEVICES WITH A LOWER RATING (60 °C) OR NO RATING SHOWN, SHALL HAVE CONDUCTOR SIZE INCREASED TO CONFORM TO N.E.C. TABLE 310 -16 AND U.L. NO. 489 REQUIREMENTS. DISCONNECT SWITCHES SHALL BE HEAVY -DUTY, QUICK -MAKE, QUICK -BREAK TYPE, NEMA 1 ENCLOSURE FOR INDOOR LOCATIONS (NEMA 3R FOR OUTDOOR LOCATIONS). ALL CONDUCTOR TERMINALS TO BE U.L. LISTED FOR A MINIMUM OF 75 °C. PANELBOARDS SHALL MEET U.L. STANDARDS 50 AND 67, WITH U.L. LABEL. BREAKERS: THERMAL MAGNETIC TYPE, QUICK -MAKE, QUICK- BREAK, BOLT -IN TYPE OF SINGLE UNIT CONSTRUCTION. TWO AND THREE POLE BREAKERS SHALL BE SINGLE UNIT COMMON TRIP TYPE. ALL SINGLE POLE BREAKERS TO BE RATED FOR "SWITCHING DUTY" (SWD) AND FOR OPERATION ON FLUORESCENT LIGHTING SOURCES. CIRCUIT BREAKERS PROTECTING HIGH INTENSITY DISCHARGE (HID) LIGHTING TO BE RATED AND LABELED "HID" FOR OPERATION ON H.I.D. LIGHTING SOURCES. ALL BREAKERS FOR HVAC AND REFRIGERATION EQUIPMENT SHALL BE "HACR" RATED BREAKERS. IDENTIFICATION OF CIRCUITRY SHALL BE INCLUDED IN A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR INSIDE OF THE PANEL DOOR IN THE CASE OF PANELBOARDS AND LOCATED AT EACH SWITCH ON A SWITCHBOARD. GROUNDING SYSTEM: PERMANENTLY AND EFFECTIVELY GROUND ALL METALLIC CONDUIT, SUPPORTS, CABINETS, PANELBOARDS AND SYSTEM NEUTRAL CONDUCTORS. MAINTAIN CONTINUITY OF EQUIPMENT GROUND THROUGHOUT THE SYSTEM. GROUND CLAMPS SHALL BE APPROVED TYPE, SPECIFICALLY DESIGNED FOR GROUNDING. WHERE GROUNDING CONDUCTOR IS ENCLOSED IN CONDUIT, GROUND CLAMP SHALL BE OF A TYPE WHICH GROUNDS BOTH CONDUCTOR AND CONDUIT. ALL CIRCUITS IN FLEXIBLE METAL OR PLASTIC CONDUIT SHALL INCLUDE A GROUND WIRE SIZED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE. CONDUIT SHALL BE SIZED TO COMPLY WITH N.E.C. FOR NUMBER AND SIZE OF CONDUCTORS INSTALLED. PROVIDE SCHEDULE 40 PVC PLASTIC OR RIGID STEEL CONDUIT BELOW SLAB OR MINIMUM 24" BELOW EXTERIOR GRADE AND MINIMUM 3/4" SIZE, PROVIDE ELECTRICAL METAL TUBING (EMT) MEETING U.L. 797 AND ANSI C80.3, MC CABLE, OR FLEXIBLE METAL CONDUIT (IN LENGTHS 6' OR LESS) FOR INTERIOR LOCATIONS. EMT CONNECTORS AND COUPLING SHALL BE SET -SCREW TYPE. PROVIDE GALVANIZED RIGID STEEL (GRS) OR INTERMEDIATE METAL CONDUIT (IMC) OUTDOORS AND IN DAMP LOCATIONS USING THREADED COUPLINGS & CONNECTORS. CLAMP CONDUIT TO BOXES WITH BUSHING INSIDE AND LOCKNUT OUTSIDE. ALL CONDUIT AND RACEWAY SYSTEMS TO BE INSTALLED WITH SEPARATE GROUND CONDUCTOR. CONDUIT SYSTEM IS NOT TO BE USED AS THE SOLE GROUNDING MEANS. ALL SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, CONTACTORS, AND TRANSFORMERS SHALL BE PROVIDED WITH LUGS LABELED AND RATED FOR A MINIMUM 75° C. SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, CONTACTORS, AND TRANSFORMERS ARE TO BE "LISTED" AND "IDENTIFIED" AS RATED FOR A MINIMUM OF 75° C CONDUCTOR TERMINATION. CONDUCTORS: INSULATED SOFT ANNEALED 98% PURE COPPER WITH COLOR CODING, B AND S GAGE, #10 AND SMALLER TO BE SOLID, #8 AND LARGER TO BE STRANDED, MINIMUM #12 UNLESS OTHERWISE INDICATED. ALUMINUM CONDUCTOR WILL NOT BE ALLOWED. THHN MAY NOT BE USED UNDERGROUND, AT SERVICE ENTRANCE, OUTSIDE, OR IN WET LOCATIONS. ALL INSULATION TO BE RATED FOR 600 V AND TYPES AS FOLLOWS: #10 AND SMALLER: THWN OR THHN #8 TO #4/0: THWN OR THHN SERVICE ENTRANCE: USE -RHW OVER #4/0 WET OR HOT SERVICE: XHHW OVER #4/0 ORDINARY SERVICE: THHN OR XHHN WIRE THRU FLUORESCENT FIXTURES: THHN WHERE THE PREMISES WIRING SYSTEM HAS BRANCH CIRCUITS SUPPLIED FROM MORE THAN ONE NOMINAL VOLTAGE SYSTEM, EACH UNGROUNDED CONDUCTOR OF A BRANCH CIRCUIT, WHERE ACCESSIBLE, SHALL BE IDENTIFIED BY SYSTEM. THE MEANS OF IDENTIFICATION SHALL BE PERMITTED TO BE BY SEPARATE COLOR CODING, MARKING TAPE, TAGGING, OR OTHER APPROVED MEANS AND SHALL BE PERMANENTLY POSTED AT EACH BRANCH CIRCUIT PANELBOARD OR SIMILAR BRANCH CIRCUIT DISTRIBUTION EQUIPMENT AS REQUIRED BY ARTICLE 210.5(c). LIGHT FIXTURES AND LAMPS ARE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR ACCORDING TO U.B.C. STANDARDS, SECTION 25 -2, 1994 EDITION. THE ELECTRICAL CONTRACTOR SHALL REVIEW MATERIALS AT THE TIME OF DELIVERY AND IMMEDIATELY REPORT ANY DAMAGE OR MISSING PIECES. EMERGENCY LIGHTING SHALL HAVE A MINIMUM OF 90 MIN. BATTERY BACK -UP, OR AS REQUIRED BY LOCAL CODE AUTHORITY. LAYOUT BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS FOR MAXIMUM ECONOMY AND EFFICIENCY. INCREASE WIRE SIZE IF VOLTAGE DROP EXCEEDS 3% OR 100 FEET OF LENGTH. CONCEAL WIRING SYSTEM ABOVE SUSPENDED CEILINGS OR IN WALL OR FLOOR CONSTRUCTION WHERE POSSIBLE. INSTALL CONDUITS PARALLEL TO BUILDING LINES, AND TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, STRUCTURE, ETC. TELEPHONE CABLE TO BE FURNISHED AND INSTALLED BY OTHERS. ALL CABLING TO BE PLENUM RATED. ELECTRICAL CONTRACTOR TO PROVIDE NEW PLYWOOD BACKBOARD FOR NEW TELEPHONE TERMINAL BOARD. COORDINATE EXACT REQUIREMENTS WITH LOCAL TELEPHONE UTILITY REPRESENTATIVE AND OWNER. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHTING FIXTURES AND OTHER CEILING MOUNTED EQUIPMENT. FOR EQUIPMENT FURNISHED BY OWNER OR OTHER CONTRACTORS; ELECTRICAL CONTRACTOR TO VERIFY EXACT LOAD, TYPE OF CONNECTION AND MOUNTING HEIGHT FOR EACH BOX OR EQUIPMENT ITEM TO BE INSTALLED. ALL HARD -WIRED CONNECTIONS TO EQUIPMENT TO BE MADE WITH FLEXIBLE LIQUID -TITE METAL CONDUIT WITH GREEN GROUND CONDUCTOR INSTALLED INSIDE RACEWAY. GROUND CONDUCTOR TO BE BONDED AT BOTH ENDS. CONTACTORS SHALL BE ELECTRICALLY HELD, DESIGNED FOR TWO -WIRE CONTROL CIRCUIT, FULLY RATED FOR ALL CLASSES OF INDUCTIVE AND NON- INDUCTIVE LOADS, AND RATED FOR CONTINUOUS CAPACITY AND POWER CIRCUIT VOLTAGE NOT LESS THAN INDICATED ON DRAWINGS. PROVIDE WITH NUMBER OF POLES INDICATED OR SPECIFIED. CONTACTORS SHALL BE FURNISHED WITH NEMA 1, SURFACE MOUNTED ENCLOSURES UNLESS CALLED FOR OTHERWISE ON DRAWINGS. EACH CONTACTOR SHALL BE PROVIDED WITH ENGRAVED LAMINATED PLASTIC NAMEPLATE WITH BLACK BACKGROUND AND 1/4" WHITE LETTERS TO DESIGNATE USE OF CONTRACTOR. TRUE B -26 EXISTING PANEL MD EXISTING PANEL P EXISTING TELEPHONE BOARD B -24 WATER HEATER B -16 ®1 POWER PLAN 1/8" = 1' -0" PANEL SCHEDULE NOTES GENERAL NOTES: ETR EXISTING TO REMAIN NOTE BALANCE PANELS WITHIN 10% PHASE TO PHASE. CIRCUIT KEY NOTES: LC HANDLE LOCK "OFF /ON" CLAMP DEVICE HACR HEATING, AIR CONDITION AND REFRIGERATION RATED BREAKER G GROUND FAULT CIRCUIT INTERUPTING BREAKER TC ROUTE CIRCUIT THROUGH TIME CLOCK C1 ROUTE CIRCUIT THROUGH LIGHTING CONTACTOR #1 PC ROUTE CIRCUIT THROUGH PHOTOCELL (DAY LIGHTING CONTROL) 1 A PANEL: B LOCATION: CORRIDOR NEMA ENCLOSURE: 1 SYSTEM: 208/120V., 3P,4W MAINS: 200A MCB CABINET MOUNTING: SURFACE FEEDER: SEE RISER DIAGRAM LUGS: TOP OPTIONS: AIC RATING: 10K LOAD DESCRIPTION BKR SIZE BKR POLE NOTE WATTS CCT NO. PHASE CCT NO. WATTS NOTE BKR POLE BKR SIZE LOAD DESCRIPTION RCPT: SOLUTIONS CENTER 20 1 23,866 720 1 A 2 360 PANEL B SUB -FEED 1 20 RCPT: WAREHOUSE RCPT: SOLUTIONS CENTER 20 1 SPARE BREAKER 540 3 B 4 540 5 1 20 RCPT: BREAKROOM RCPT: SOLUTIONS CENTER 20 1 6 720 5 C 6 1,000 C1 1 20 RCPT: BREAKROOM RCPT: EVENTS SOLUTIONS 20 1 C3 540 7 A 8 1,000 1 20 RCPT: BREAKROOM RCPT: SOLUTIONS CENTER 20 1 C3 360 9 B 10 720 1 20 RCPT: OFFICE #4 RCPT: FURNITURE SOLUTIONS 20 1 C3 900 11 C 12 360 1 20 RCPT: OFFICE COMPLEX RCPT: SOLUTIONS CENTER 20 1 C3 1,080 13 A 14 720 1 20 RCTP: OFFICE #3 RCPT: RESTROOMS / H2O COOLER 20 1 C2 1,200 15 B 16 720 1 20 RCPT: OFFICE #2 SPARE BREAKER 20 1 C2 1,488 17 C 18 540 1 20 RCPT: OFFICE #1 SPARE BREAKER 20 1 1,583 19 A 20 540 1 20 RCPT: STORAGE SPARE BREAKER 20 1 1,331 21 B 22 720 1 20 RCPT: LOFT APARTMENT SPARE BREAKER 20 1 TC 1,076 23 C 24 720 1 20 RCPT: LOFT APARTMENT SPARE BREAKER 20 1 25 A 26 900 1 20 RCPT: OFFICE SOLUTIONS WATER HEATER 30 2 2,250 27 B 28 1 20 SPARE BREAKER 2,250 29 C 30 29 1 20 SPARE BREAKER HEATER 30 2 SPARE BREAKER 2,100 31 A 32 31 1 20 SPARE BREAKER 2,100 33 B 34 SPARE BREAKER 20 1 20 SPARE BREAKER HEATER 30 2 2,100 35 C 36 SPARE BREAKER 20 1 20 SPARE BREAKER 2,100 37 A 38 1,667 HACR 3 20 UH -1 HEATER 30 2 2,100 39 B 40 1,667 2,100 41 C 42 1,667 PHASE A : 11,727 W PHASE B : 12,917 W PHASE C : 12,357 W Y:\ Projects\Active\2011 \01201164 CONNECTED 37,000 W 103 A DEMAND 35,675 W 99 A 90 \01201164.90.CAL \01201164.90 MEP Coordinat PANEL: MD (EXISTING TO REMAIN) LOCATION: ETR NEMA ENCLOSURE: ETR SYSTEM: 208/120V., 3P,4W MAINS: 500A MCB CABINET MOUNTING: ETR FEEDER: SEE RISER DIAGRAM LUGS: ETR OPTIONS: AIC RATING: ETR CIRCUIT DESCRIPTION WATTS POLES FRAME TRIP REMARKS 1 PANEL P SUB -FEED (ETR) 58,219 3 200 150 EXISTING BREAKER 2 PANEL A SUB -FEED 23,866 3 200 200 NEW BREAKER 3 PANEL B SUB -FEED 37,000 3 200 200 NEW BREAKER 4 SPARE BREAKER 0 3 200 150 EXISTING BREAKER 5 FULLY BUSSED SPACE 20 LTG: STORE FRONT SIGN TRACK: FURNITURE SOLUTIONS 20 1 6 FULLY BUSSED SPACE 5 C 6 1,200 C1 Y:\ Projects \Active\2011\ 01201164 20 CONNECTED 119,085 W 331 A DEMAND 141,081 W 392 A 90 \O1201164.90.CAL \01201164.90 MEP Coordinat POWER CODED NOTES 11 4 UNLESS INDICATED OTHERWISE, ALL RECEPTACLES AND DEVICES IN THIS AREA ARE EXISTING TO REMAIN. RE- CIRCUIIT TO NEW PANEL AS REQUIRED. HVAC EQUIPMENT AND ALL ASSOCIATED DEVICES AND ACCESSORIES ARE EXISTING TO REMAIN AND ARE SHOWN FOR REFERENCE ONLY. EXISTING DUCT SMOKE DETECTORS ARE TO BE RECONNECT AS REQUIRED. PROVIDE ALL NECESSARY CONDUIT, CONDUCTORS, AND CONNECTIONS BETWEEN TRANSFORMER AND AUTO -FLUSH DEVICES AS NECESSARY. COORDINATE EXACT REQUIREMENTS WITH PLUMBING CONTRACTOR PRIOR TO ROUGH IN. SAW CUT FLOOR FOR ROUTING OF UNDER SLAB CONDUITS. GENERAL CONTRACTOR SHALL REPAIR TO MATCH EXISTING SURFACE. 1),11.):77 (4) #3/0 AND (1) #6 GROUND IN 2" CONDUIT. r EXISTING i PANEL MD r EXISTING i PANEL P NEW PANEL A ALL PANELS AND CONDUIT THAT ARE 'EXISTING TO REMAIN' IS SHOWN DASHED. PANEL: A LOCATION: CORRIDOR NEMA ENCLOSURE: 1 SYSTEM: 208/120V., 3P,4W MAINS: 200A MLO CABINET MOUNTING: SURFACE FEEDER: SEE RISER DIAGRAM LUGS: TOP OPTIONS: AIC RATING: 10K LOAD DESCRIPTION BKR SIZE BKR POLE NOTE WATTS CCT NO. PHASE CCT NO. WATTS NOTE BKR POLE BKR SIZE LOAD DESCRIPTION TRACK: FURNITURE SOLUTIONS 20 1 C3 800 1 A 2 1,200 C1 1 20 LTG: EXTERIOR TRACK: FURNITURE SOLUTIONS 20 1 C3 900 3 B 4 1,200 C1 1 20 LTG: STORE FRONT SIGN TRACK: FURNITURE SOLUTIONS 20 1 C3 700 5 C 6 1,200 C1 1 20 LTG: POLE SIGN TRACK: EVENT SOLUTIONS 20 1 C3 800 7 A 8 1,200 1 20 LTG: CLEARANCE CENTER HIGHBAY TRACK: EVENT SOLUTIONS 20 1 C3 800 9 B 10 1,200 1 20 LTG: CLEARANCE CENTER HIGHBAY TRACK: LOFT APARTMENT SOLUTIONS 20 1 C3 800 11 C 12 1,200 1 20 LTG: WAREHOUSE HIGHBAY TRACK: OFFICE SOLUTIONS 20 1 C3 1,300 13 A 14 1,200 1 20 LTG: WAREHOUSE HIGHBAY LTG: SOLUTIONS CENTER 'a' 20 1 C2 1,488 15 B 16 1,200 1 20 LTG: WAREHOUSE HIGHBAY LTG: SOLUTIONS CENTER 'b' 20 1 C2 1,488 17 C 18 1,200 1 20 LTG: WAREHOUSE HIGHBAY LTG: OFFICES 20 1 1,583 19 A 20 1 20 SPARE BREAKER LTG: OFFICES 20 1 1,331 21 B 22 1 20 SPARE BREAKER LTG: SOLUTIONS CNTR / TIME CLOCK 20 1 TC 1,076 23 C 24 1 20 SPARE BREAKER SPARE BREAKER 20 1 25 A 26 1 20 SPARE BREAKER SPARE BREAKER 20 1 27 B 28 1 20 SPARE BREAKER SPARE BREAKER 20 1 29 C 30 1 20 SPARE BREAKER SPARE BREAKER 20 1 31 A 32 1 20 SPARE BREAKER SPARE BREAKER 20 1 33 B 34 1 20 SPARE BREAKER SPARE BREAKER 20 1 35 C 36 1 20 SPARE BREAKER SPARE BREAKER 20 1 37 A 38 1 20 SPARE BREAKER SPARE BREAKER 20 1 39 B 40 1 20 SPARE BREAKER SPARE BREAKER 20 1 41 C 42 1 20 SPARE BREAKER PHASE A : 8,083 W PHASE B : 8,119 W PHASE C: 7,664 W Y: \_Projects\ Active\ 2011\ 01201164.90 CONNECTED 23,866 W 66 A DEMAND 29,833 W 83 A \O1201164.90.CAL \01201164.90 MEP Coordinat NEW PANEL B 2 POWER RISER DIAGRCEIVED NO SCALE AUG 1 1 2011 PERMIT CENTER rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671 .7452 f: 847.671.4200 www.rgla.com THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 c7 C Q2 L SEAL: (2tr)coL'1O E V 1 ) O o r o d c C V c) • a) ON-' co .J 1. N- - co co f. 1 3 ° co co co G:s U., to THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ® 2011 RGLA SOLUTIONS, INC. © 2011 ROBERT G. LYON & ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 Washington Certificate of Authorization Number 601895526 T 913 - 383 -2621 F 913 - 383 -2831 larson bin kley.com Copyright 2011 012011G490_E20,dwq 08 -05 -11 11:10 Jeff.Ljwrence - POWER PLAN DRAWN BY JDL CHECKED BY JCC / TWD JOB NUMBER 2 11098 SHEET NAME E-2.O TRUE 01 MECHANICAL PLAN 1/8" = MECHANICAL NOTES 11 6 8 EXISTING ROOFTOP HEATPUMP UNIT TO REMAIN. FIELD VERIFY EXACT LOCATION OF UNIT AND ADJUST DUCTWORK ACCORDINGLY. CLEAN UNIT, GREASE ALL BEARINGS, LEAK —CHECK AND CHARGE REFRIGERANT SYSTEM, REPLACE FILTERS, AND CLEAN OUTDOOR AND INDOOR COILS & STRAIGHTEN OUTDOOR FINS. VERIFY UNIT IS OPERATING PROPERLY, REPLACE FANS & COMPRESSORS AS REQUIRED TO RESTORE UNIT FUNCTIONALITY. PROVIDE ROOF MOUNTED EXHAUST FAN AND CURB. DUCT THROUGH ROOF TO SPACE BELOW. REFER TO DETAIL ON SHEET M2.0 FOR CLARIFICATION. PROVIDE 7 —DAY PROGRAMMABLE THERMOSTAT WITH AUTO— CHANGEOVER COMPATABLE WITH EXISTING ROOFTOP UNITS. MOUNT 48" AFF. THERMOSTAT TO INCLUDE MICROPROCESSOR THAT MINIMIZES SUPPLEMENTAL HEAT USAGE DURING START —UP, SET UP, AND DEFROST. CONDITIONS. UNDERCUT DOOR 1" FOR TRANSFER AIR. PROVIDE DUCT MOUNTED SMOKE DETECTOR. DETECTOR SHALL MEET REQUIREMENTS OF U.L. 268A. INTERLOCK SMOKE DETECTOR TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. PROVIDE SMOKE DETECTOR WITH AN ANNUNCIATOR WITH PIEZO ALARM AND POWER LEDS FOR VISIBLE AND AUDIBLE ALARM SIGNAL, AND VISIBLE TROUBLE SIGNAL. MOUNT ANNUNCIATOR ON ROOM SIDE OF CEILING. PROVIDE NEW EXTERIOR DUCTWORK ON ROOF. REFER TO DETAIL ON SHEET M2.0 FOR CLARIFICATION. PROVIDE WALL MOUNTED UNIT HEATER. INSTALL UNIT HEATER AT 8' -0" A.F.F. AND COORDINATE WITH LIGHTING IN SPACE. DEMOLITION NOTES REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, HANGERS, SUPPORTS, PIPING, AND ACCESSORIES ONLY SERVING THIS SPACE AND NOT INDICATED TO REMAIN. CAP UNUSED ROOF CURBS AND PENETRATIONS WITH 18 GAUGE GALVANIZED SHEET METAL CAP. INSULATE CURB CAPS WITH 2" THICK 3 PCF DENSITY DUCT LINER, AND SEAL WATER TIGHT. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. GENERAL NOTES A. CONTRACTORS AND SUB — CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. B. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE DUCT RISES AND DROPS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. C. DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. D. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY. PURCHASE ALL PERMITS ASSOCIATED WITH THE WORK. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. E. CONTRACT LANDLORD APPROVED ROOFING CONTRACTOR TO FLASH AND SEAL ROOF CURB AND ROOF PENETRATIONS TO MAINTAIN ROOFING WARRANTY. RECEIVED AUG 112011 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671 .7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 CID O y Mos CQ C SEAL: CD C., tti s C3 L CD cla m O CO VN V O E C L N LC) r- ' CO O I C) t•-• d' m • co r— J I0 CA CO O CO 0ao3 3 CU 1 0 O L() L U L7 THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. © 2011 RGLA SOLUTIONS, INC. © 2011 ROBERT G. LYON & ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 Washington Certificate of Authorization Number 601895526 T 913 - 383 -2621 F 913 -383 -2831 larson bin kley.com Copyright 2011 01201 1 6490_PRO_01 _BSE.dwg 07 -28 -11 08 :55 Jillianne.Cahill MECHANICAL PLAN DRAWN BY BT CHECKED BY JMC 3 JOB NUMBER 11098 SHEET NAME M ime 1 I 0 MECHANICAL SPECIFICATIONS HVAC SEQUENCE OF OPERATIONS PROVIDE EQUIPMENT INDICATED ON THE DRAWINGS, AND AS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM. DEFINITIONS: FURNISH MEANS TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR INSTALLATION. INSTALL MEANS TO PLACE IN POSITION AND MAKE CONNECTIONS FOR SERVICE OR USE. PROVIDE MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. WARRANTY: PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED PROJECT. PROVIDE A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE PROPOSAL FORM TO DELETE WARRANTY SERVICE, AT THE OWNER'S OPTION. PROVIDE ALL NECESSARY ELECTRONIC TEMPERATURE SENSORS, DAMPER ACTUATORS, MIXED AIR TEMPERATURE CONTROLLERS, OUTDOOR AIR TEMPERATURE SENSORS, MIXED AIR TEMPERATURE SENSORS, CONTROL TRANSFORMERS WITH SECONDARY OVERLOAD PROTECTION, WIRING AND CONDUIT TO ACCOMPLISH THE FOLLOWING SEQUENCE OF OPERATION: OCCUPIED MODE: 3.73xH ELEVATION EXHAUST FAN } RISE PLAN TRANSITION W/ EQUIPMENT COORDINATION: COORDINATE WITH THE WORK OF OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. DUCT DIMENSIONS: UNLESS OTHERWISE NOTED, DUCT DIMENSIONS ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. SHEETMETAL DUCTWORK: PROVIDE SHEETMETAL DUCTWORK FABRICATED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS, FOR 1" W.G. PRESSURE CLASS, SEAL CLASS "A ". SHEETMETAL SHALL BE GALVANIZED SHEET STEEL OF LOCK FORMING QUALITY, WITH G90 ZINC COATING. SHEET STEEL SHALL COMPLY WITH ASTM A653 STANDARD SPECIFICATION FOR STEEL SHEETMETAL, ZINC COATED (GALVANIZED) OR ZINC -IRON ALLOY- COATED (GALVANNEALED) BY THE HOT DIP PROCESS, AND A924 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR SHEET, METALLIC- COATED BY THE HOT DIP PROCESS. ALL ANGLE IRON USED FOR SUPPORT SHALL BE GALVANIZED. CONNECTIONS TO WALLS OR FLOOR SHALL BE AIR TIGHT WITH ANGLE IRON AND CAULKING. SEAL ALL DUCT SEAMS, TRANSVERSE AND LONGITUDINAL, AIR TIGHT. PROVIDE TURNING VANES AT ALL 90° ELBOWS. ROUND SHEETMETAL DUCT: PROVIDE SPIRAL SEAM (ALL SIZES) OR SNAP LOCK (DUCT SIZES UP TO 10 ") GALVANIZED STEEL COMPLYING WITH SMACNA STANDARDS. SPIRAL SEAM DUCTWORK SHALL HAVE SMACNA SEAM TYPE RL -1. FLEXIBLE DUCT: PROVIDE FACTORY ASSEMBLED CLASS 1 AIR DUCT (UL 181) WITH 1" THICK 1 PCF FIBERGLASS INSULATION AND REINFORCED OUTER PROTECTIVE COVER /VAPOR BARRIER. FLEXIBLE DUCT SHALL MEET NFPA 90A WITH FLAME SPREAD UNDER 25, SMOKE DEVELOPED UNDER 50, AND SHALL BE RATED FOR MINIMUM 2" W.G. PRESSURE AND 0 TO 250 °F TEMPERATURE. PROVIDE SCREW - OPERATED METAL ADJUSTABLE CLAMPING DEVICES. USE TWIST -LOCK TAP COLLARS AT CONNECTIONS INTO SHEETMETAL DUCTWORK. MAXIMUM EXTENDED LENGTH OF FLEXIBLE DUCT SHALL NOT EXCEED 6 FEET. DUCT SEALANT: PROVIDE POLYMERIC RUBBER TYPE SEALANT FOR USE ON BOTH INTERIOR LOCATED DUCTWORK AND DUCTWORK EXPOSED TO OUTDOOR CONDITIONS. SEALER SHALL HAVE HIGH BONDING STRENGTH FOR SURE, FIRST TIME SEALING OF JOINTS IN LOW, MEDIUM, AND HIGH PRESSURE DUCT SYSTEMS. SEALER SHALL BE HIGH IN SOLID CONTENT. PROVIDE A TWO PART TAPE SEALING SYSTEM, CONSISTING OF WOVEN FIBER TAPE IMPREGNATED WITH A GYPSUM MINERAL COMPOUND, AND A MODIFIED ACRYLIC /SILICONE ACTIVATOR THAT REACTS EXOTHERMICALLY WITH THE TAPE. TWO PART TAPE SEALING SYSTEM MUST BE RATED FOR BOTH INDOOR AND OUTDOOR APPLICATION. TAPE SHALL NOT CONTAIN ASBESTOS. DUCT INSULATION (ALL INTERIOR ROUND SUPPLY DUCT AND ROUND RETURN DUCT ABOVE CEILING): PROVIDE MINIMUM 1-1/2" THICK BLANKET TYPE FIBERGLASS INSULATION COMPLYING WITH ASTM C -553, TYPE II, WITH FACTORY APPLIED KRAFT BONDED TO ALUMINUM FOIL, REINFORCED WITH FIBERGLASS VAPOR BARRIER /JACKET. JACKET SHALL CONFORM TO ASTM C -1136, TYPE 0. INSTALLED R VALUE SHALL BE 7.0 OR HIGHER WITH A 0.75 PCF DENSITY. (FOR EXTERIOR DUCTWORK REFER TO DETAIL ON SHEET M2.0) DUCT LINER (ALL INTERIOR RECTANGULAR SUPPLY AND RETURN DUCT): PROVIDE MINIMUM 2" THICK, 3 PCF DENSITY, NEOPRENE COATED, LONG TEXTILE FIBER TYPE DUCT LINER, WITH COATING ON THE AIR STREAM SIDE CONFORMING TO NFPA 90A. DUCT LINER ADHESIVE SHALL BE AS RECOMMENDED BY DUCT LINER MANUFACTURER, AND SHALL COMPLY WITH ASTM C -916. DUCT LINER FASTENERS SHALL COMPLY WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS ", LATEST EDITION. THERMAL CONDUCTIVITY SHALL BE EQUAL TO OR LESS THAN 0.26 AT 75'F. ROUND VOLUME DAMPERS: PROVIDE MINIMUM 20 GAUGE GALVANIZED STEEL FRAME AND BLADES, MINIMUM 3/8" SQUARE STEEL AXLE, MOLDED SYNTHETIC BEARINGS, WITH LOCKING POSITION REGULATOR. REGULATOR SHALL BE POSITIONED WITH SHEETMETAL BRACKET BEYOND DUCT COVERING. WHERE POSITIONING REGULATOR IS NOT ACCESSIBLE, PROVIDE COUPLING AND EXTENSION ROD WITH REGULATOR FOR CEILING OR WALL INSTALLATION, AS REQUIRED. RECTANGULAR VOLUME DAMPERS: PROVIDE MINIMUM 16 GAUGE GALVANIZED STEEL CHANNEL FRAME, 16 GAUGE GALVANIZED STEEL BLADES, MINIMUM ,4" HEXAGONAL AXLE, MOLDED SYNTHETIC BEARINGS, WITH 3/8" SQUARE PLATED STEEL CONTROL SHAFT. LINKAGES SHALL BE CONCEALED IN THE FRAME. OPERATING SHAFT SHALL EXTEND BEYOND FRAME AND DUCT TO A LOCKING QUADRANT WITH ADJUSTABLE LEVER. MAXIMUM BLADE WIDTH SHALL NOT EXCEED 6 ". DUCT TURNING VANES: PROVIDE FABRICATED TURNING VANES AND VANE RUNNERS, CONSTRUCTED IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS ". PROVIDE TURNING VANES CONSTRUCTED OF CURVED BLADES, SUPPORTED WITH BARS PERPENDICULAR TO BLADES, AND SET INTO SIDE STRIPS SUITABLE FOR MOUNTING IN DUCTWORK. FOLLOW SMACNA GUIDELINES FOR SPACING SUPPORT, AND CONSTRUCTION. ALL BLADES SHALL BE DOUBLE THICKNESS AIRFOIL TYPE. FLEXIBLE DUCT CONNECTORS: PROVIDE U.L. LABELED 30 OUNCE NEOPRENE COATED FIBERGLASS FABRIC DUCT CONNECTORS AT DUCT CONNECTIONS TO ALL VIBRATING EQUIPMENT. DUCT ACCESS DOORS: PROVIDE HINGED ACCESS DOORS IN DUCTWORK WHERE REQUIRED FOR ACCESS TO EQUIPMENT. PROVIDE INSULATED ACCESS DOORS FOR INSULATED DUCTWORK. CONSTRUCT OF SAME OR THICKER GAUGE SHEETMETAL AS DUCT IN WHICH IT IS INSTALLED. PROVIDE FLUSH FRAMES FOR UNINSULATED DUCTS, AND EXTENDED FRAMES FOR EXTERNALLY INSULATED DUCTS. PROVIDE CONTINUOUS HINGE ON ONE SIDE, WITH ONE HANDLE -TYPE LATCH FOR ACCESS DOORS 12" HIGH AND SMALLER, AND TWO HANDLE -TYPE LATCHES FOR LARGER ACCESS DOORS. TESTING AND BALANCING: TEST AND ADJUST ALL MECHANICAL SYSTEMS AND EQUIPMENT TO ASSURE PROPER BALANCE AND OPERATION. PERFORM TESTS IN ACCORDANCE WITH THE MOST CURRENT NEBB OR AABC, AND ASHRAE STANDARDS. ELIMINATE OBJECTIONABLE NOISE AND VIBRATION, AND ASSURE PROPER FUNCTION OF CONTROLS. BALANCING CONTRACTOR SHALL BE AN INDEPENDENT CERTIFIED TEST AND BALANCE CONTRACTOR, WITH NEBB OR AABC CERTIFICATION. SUBMIT COMPLETED AND CERTIFIED TEST AND BALANCE REPORT TO OWNER'S REPRESENTATIVE. BALANCE ALL SYSTEMS TO WITHIN 5% OF AIR FLOWS INDICATED ON THE DRAWINGS, L DISCREPANCIES TO HVAC INSTALLER AND REPOR T A L FOR CORRECTION. MARK FINAL BALANCE POSITIONS ON DAMPERS WITH PERMANENT MARKER. SUPPORTING DOCUMENTS: PROVIDE OWNER WITH OPERATION & MAINTENANCE MANUALS, AS WELL AS RECORD DRAWINGS AND TRAIN STAFF ON PROPER EQUIPMENT MAINTENANCE. 01 201 1 6490_PR0_01 _BSE.dwg 07 -28 -1 1 08:55 Jillianne.Cahill THE CONTRACTOR SHALL PROGRAM ALL THERMOSTATS AT PROJECT COMPLETION. COORDINATE WITH TENANT FOR PROGRAM SETTINGS. PLAN COOLING: UPON SIGNAL FROM 7 -DAY PROGRAMMABLE THERMOSTAT DURING OCCUPIED TIME, OUTSIDE AIR DAMPER SHALL OPEN TO MINIMUM SETPOINT AND SUPPLY FAN SHALL BE ACTIVATED. IF SPACE TEMPERATURE RISES 2 DEGREES OR MORE ABOVE SETPOINT, FIRST STAGE OF COOLING SHALL BE ENERGIZED. IF TEMPERATURE CONTINUES TO RISE AN ADDITIONAL 1 DEGREE OR MORE, SECOND STAGE OF COOLING (WHERE APPLICABLE) SHALL BE ACTIVATED. WHEN TEMPERATURE FALLS 2 DEGREES BELOW SETPOINT COMPRESSOR(S) SHALL BE DEENERGIZED. ECONOMIZER (HP -X4 ONLY): WHEN THE OUTSIDE AIR ENTHALPY IS BELOW THE INDOOR ENTHALPY CONTROLLER SHALL SIGNAL ECONOMIZER TO MODULATE BETWEEN ITS MINIMUM SETPOINT AND FULL OPEN TO MAINTAIN A 55 DEGREE MIXED AIR TEMPERATURE. THE DIFFERENTIAL ECONOMIZER'S HIGH LIMIT SHUT OFF SHALL BE SET WHEN THE OUTSIDE AIR ENTHALPY EXCEEDS THE INDOOR AIR ENTHALPY. HEATING: UPON SIGNAL FROM 7 -DAY PROGRAMMABLE THERMOSTAT DURING OCCUPIED TIME, OUTSIDE AIR DAMPER SHALL OPEN TO MINIMUM AND SUPPLY FAN SHALL BE ACTIVATED. IF SPACE TEMPERATURE FALLS 2 DEGREES OR MORE BELOW SETPOINT, THE HEAT PUMP SHALL OPERATE IN HEATING MODE UNTIL THE SPACE TEMPERATURE IS SATISFIED. IF TEMPERATURE CONTINUES TO DROP, ENERGIZE ELECTRIC HEAT. WHEN TEMPERATURE RISES 2 DEGREES ABOVE SETPOINT COMPRESSOR(S) AND ELECTRIC HEAT SHALL BE DEENERGIZED. UNOCCUPIED MODE: COOLING: UPON SIGNAL FROM 7 -DAY PROGRAMMABLE THERMOSTAT THE FAN SHALL BE DEENERGIZED AND OUTSIDE AIR DAMPER SHALL CLOSE. IF SPACE TEMPERATURE RISES 2 DEGREES OR MORE ABOVE UNOCCUPIED SETPOINT, OUTSIDE AIR DAMPER SHALL REMAIN CLOSED, FAN SHALL BE ACTIVATED AND FIRST STAGE OF COOLING SHALL BE ENERGIZED. IF TEMPERATURE CONTINUES TO RISE AN ADDITIONAL 1 DEGREE OR MORE, SECOND STAGE OF COOLING (WHERE APPLICABLE) SHALL BE ACTIVATED. WHEN TEMPERATURE FALLS 2 DEGREES BELOW SETPOINT COMPRESSOR(S) SHALL BE DEENERGIZED. WHEN TEMPERATURE FALLS 2 DEGREES BELOW SETPOINT COMPRESSOR(S) SHALL BE DEENERGIZED AND FAN SHALL SHUT OFF. HEATING: UPON SIGNAL FROM 7 -DAY PROGRAMMABLE THERMOSTAT THE FAN SHALL BE DEENERGIZED AND OUTSIDE AIR DAMPER SHALL CLOSE. WHEN SPACE TEMPERATURE FALLS 2 DEGREES OR MORE BELOW SETPOINT, THE HEAT PUMP SHALL OPERATE IN HEATING MODE UNTIL THE SPACE TEMPERATURE IS SATISFIED. IF TEMPERATURE CONTINUES TO DROP, ENERGIZE ELECTRIC HEAT. WHEN TEMPERATURE RISES 2 DEGREES ABOVE SETPOINT COMPRESSOR(S) AND ELECTRIC HEAT SHALL BE DEENERGIZED. WINTER MORNING WARM -UP: UPON SIGNAL FROM 7 -DAY PROGRAMMABLE THERMOSTAT, 1 HOUR PRIOR TO THE SPACE BEING OCCUPIED, THE OUTSIDE AIR DAMPER SHALL REMAIN SHUT AND THE HEAT PUMPS SHALL OPERATE IN HEATING MODE TO RAISE, AND THEN MAINTAIN, EACH SPACE TEMPERATURE AT 70'F. OCCUPIED COOLING SETPOINT OCCUPIED HEATING SETPOINT: UNOCCUPIED COOLING SETPOINT: UNOCCUPIED HEATING SETPOINT: 75 DEGREES 70 DEGREES 85 DEGREES 55 DEGREES A SMOKE DETECTOR SHALL DEENERGIZE THE ROOFTOP HEAT PUMP UNIT FANS AND CLOSE THE OUTSIDE AIR DAMPER IN BOTH THE OCCUPIED AND UNOCCUPIED MODES WHENEVER SMOKE IS SENSED BY SMOKE DETECTORS. GRILLE, REGISTER, AND DIFFUSER SCHEDULE MARK A B C E MANUFACTURER TITUS TITUS TITUS TITUS MODEL TMS FL -10 -HT 350RL 350RL TYPE SUPPLY DIFFUSER LINEAR DIFFUSER (2) 1" SLOTS RETURN GRILLE RETURN GRILLE NECK SIZE (L "XW ") PER PLAN PER PLAN PER PLAN PER PLAN FACE SIZE (L "XW ") 24 "X24" 48" 12 "X24" 12 "X12" FRAME TYPE LAY -IN 77 LAY -IN LAY -IN FINISH PER ARCH PER ARCH PER ARCH PER ARCH NOISE CRITERIA LEVEL <30 <30 <30 <30 ACCESSORIES - LSP OBD TRM NOTES 32,960 1 - - .1:pQ 1 -.,,,, . -.,,_' t - twm,.i ,s_° 2 .:,,s .nia F G H 8.9 MARK MANUFACTURER TITUS TITUS TITUS 24,870 MODEL TMS 350RL 350RL 47,150 TYPE SUPPLY DIFFUSER RETURN GRILLE RETURN GRILLE 3.14 NECK SIZE (L "XW ") SEE PLAN PER PLAN PER PLAN FACE SIZE (L "XW ") 12 "X12" 24 "X24" 12 "X24" 7,500 FRAME TYPE LAY -IN LAY -IN LAY -IN 25,E00 FINISH PER ARCH PER ARCH PER ARCH 1 NOISE CRITERIA LEVEL <30 <30 <30 ACCESSORIES TRM OBD TRM, OBD 208/3/60 NOTES - - - 3/4 " F�' is��,k^K�`n�1 .i�� .,^% 3i4� �n.kr`�r�+�P�+a4.vA��`�(. 'iFS, +�',� _F}SX,d-,..n.�_.. .v dn. .IiJ._. SA, {�'Y a!� . '*7f�R�f ,� , J- A '�"r Jt Mr.- ' ,_v .. 1. �. .E:''. v.x ACCESSORIES: OBD- OPPOSED BLADE DAMPER, LSP- LINEAR SLOT PLENUM, TRM -RAPID MOUNT FRAME NOTES: 1) PROVIDE ALL END CAPS, BORDERS & MOUNTING HARDWARE. UNIT HEATER SCHEDULE MARK (UH-#) 1 MANUFACTURER MANUFACTURER QM,ARK ACED- 100C15DH MODEL MUH05 -81 DRIVE TYPE TYPE WALL MOUNT WCC048F300 AIR FLOW (CFM) 350 EXT. STATIC (IN W.C.) ELECTRIC HEAT FAN SPEED (RPM) 1151 INPUT (WATTS) 5000 VOLTS/0/HZ OUTPUT (BTU /HR) 17,000 102 ELECTRICAL BD, DS, RC, BS, DT, FSC APPROX. WEIGHT (LBS) VOLTS /O/HZ 208/3/60 RESTROOMS MOTOR HP 1/100 0.8 MCA (AMPS) 17.5 DX COOLING COIL MOCP (AMPS) 20 APPROX. WEIGHT (LBS) 20 77.7/65.9 NOTES ALL 77.7/64.8 TOTAL (BTU/ HR) NOTES: 1) FIELD CONVERT TO 3 PHASE. 2) PROVIDE WITH PREWIRED DISCONNECT SWITCH 3) FURNISH WITH WALL MOUNTED MOUNTING BRACKETS. 4) PROVIDE WITH FACTORY UNIT MOUNTED THERMOSTAT. EXHAUST AND VENTILATION FAN SCHEDULE MARK (EF-#) 1 MANUFACTURER COOK MODEL ACED- 100C15DH TYPE ROOF MOUNT DRIVE TYPE DIRECT PERFORMANCE WCC048F300 AIR FLOW (CFM) 375 EXT. STATIC (IN W.C.) 0.3 FAN SPEED (RPM) 1151 ELECTRICAL 3,000 VOLTS/0/HZ 120/1/60 FAN MOTOR WATTS 102 ACCESSORIES BD, DS, RC, BS, DT, FSC APPROX. WEIGHT (LBS) 30 SERVES RESTROOMS NOTES 1,2 0.8 ACCESSORIES: BS- INSECT SCREEN, BD- BACKDRAFT DAMPER, DS- DISCONNECT SWITCH, RC- PREFABRICATED INSULATED 14" ROOF CURB, DT- DAMPER TRAY, FSC -FAN SPEED CONTROL NOTES: 1) ELECTRICAL CONTRACTOR TO INTERLOCK FAN TO OPERATE WITH LIGHT. 2) MOTORS PROVIDED WITH INTERNAL THERMAL OVERLOAD PROTECTORS. SECURE EXHAUST FAN TO ROOF CURB AS REQUIRED. (MINIMUM 2 FASTENERS PER SIDE) - _ ROOF INSULATION --CV's s ROOFING ROOF STRUCTURE BIRD SCREEN '- FLASH AND COUNTERFLASH ROOF CURB DUCT OFFSET FO B FOT PLAN VIEW PLAN VIEW PLAN VIEW SEAL ALL JOINTS FRAME ROOF OPENING INTERNALLY LINED EXHAUST DUCT DROP. REFER TO PLANS FOR DUCT SIZES. 01 EXHAUST FAN DETAIL NOT TO SCALE DUCTWORK. REFER TO PLANS FOR SIZE. GASKET WOOD NAILER CANT STRIP . :1 WELDED STEEL ANGLE FRAME, ANCHORED TO ROOF STRUCTURE 03 MINIMUM 14" HIGH FACTORY FABRICATED INSULATED ROOF CURB COMPATIBLE WITH ROOF. BACK DRAFT DAMPER STORM COLLAR WELDED TO DUCT CURB CAP 14" HIGH PREFABRICATED ROOF CURB - FLASH AND COUNTERFLASH ROOF CURB F ROOFING BRANCH DUCT ELEVATION NOTES: 1) ANGLE A = 30° WHEN AIR 2) ANGLE A = 20° WHEN AIR 02 LOW VELOCITY NOT TO SCALE 60 MIL SELF ADHESIVE WEATHER AND VAPOR BARRIER JACKET. JACKET MATERIAL SHALL BE UV RESISTANT. WELDED OR BOLTED GALVANIZED STEEL ANGLE FRAME SHEET METAL DUCT. REFER TO PLAN FOR SIZE. 2" THICK 3 PCF DENSITY RIGID FIBERGLASS BOARD INSULATION PINNED TO THE DUCT SURFACE. FINISH EDGES OF INSULATION WITH REINFORCED INSULATING CEMENT OR REINFORCED MASTIC. INSULATION TO HAVE A FOIL REINFORCED KRAFT OUTER JACKET. GALVANIZED STEEL ANGLE SUPPORT BOLTED TO SUPPORT RAIL ROOF INSULATION STANDARD HEIGHT EQUIPMENT SUPPORT RAIL COMPATIBLE - ROOF STRUCTURE WITH ROOFING SYSTEM DUCT THROUGH ROOF DETAIL NOT TO SCALE ROOFTOP HEAT PUMP SCHEDULE MARK (HP-#) X1 X2 X3 X4 MANUFACTURER TRANE TRANE TRANE TRANE MODEL WCC048F300 WCC048F300 WCH024B100 WCH090C300 AIR FLOW (CFM) 1,600 1,600 800 3,000 OA FLOW (CFM) 330 115 0 825 AMBIENT OAT ( °F) 85 85 85 85 EXT. S.P. (IN. W.C.) 0.8 0.8 0.8 0.8 DX COOLING COIL EAT ( *FDB /WB) 77.7/65.9 76/65.5 79.5/63.3 77.7/64.8 TOTAL (BTU/ HR) 48,840 48,500 24,300 93,980 SENSIBLE (BTU / HR) 32,960 30,900 22,000 71,200 EER 9.5 9.5 11.9 8.9 HEAT PUMP HEATING OUTPUT @17F 24,870 24,940 13,800 42,170 OUTPUT @47F 47,150 47 23,600 83,960 COP 3.14 3.14 3.48 3 AUXILIARY ELECTRIC HEAT INPUT (WATTS) 7,500 2,570 4,900 27,000 OUTPUT (BTU/ HR) 25,E00 8,800 16,700 92,150 STAGES 1 1 1 2 ELECTRICAL VOLTS /0 /HZ 208/3/60 208/3/60 208/1/60 208/3/60 MOTOR (HP) 3/4 3/4 1/4 1 MCA (AMPS) 59 26.9 17.2 137 MOCP (AMPS) 60 40 25 150 APPROX. WEIGHT (LBS) 500 500 400 500 NOTES 1,2,3 1,2,3,4 1,2,3,4 1,2,3,5 NOTES: 1) EXISTING UNIT TO REMAIN. 2) SET MINIMUM OUTSIDE AIR AS SPECIFIED ABOVE. OUTSIDE AIR DAMPER SHALL FULLY CLOSE ON UNIT SHUTDOWN. 3) RESHEAVE MOTOR IF REQUIRED TO DELIVER SCHEDULED CFM. 4) FIELD VERIFY AMOUNT OF ELECTRIC HEAT IN UNIT. AMOUNT IN SCHEDULE IS MINIMUM AMOUNT REQUIRED BY SPACE AND NOT ACTUAL MANUFACTURER HEATER SIZES. NOTIFY OWNER IF ACTUAL HEATING CAPACITY IS LESS. 5) FIELD VERIFY EXISTING RELIEF HOOD AND PROVIDE NEW HOOD FROM TRANE TO BE INSTALLED ON EXTERIOR RETURN DUCTWORK. FLASH AND SEAL TO ROOF PER ROOFING MANUFACTURER'S WARRANTY REQUIREMENTS 04 ELEVATION ELEVATION FLOWS IN DIRECTION OF ARROW (SUPPLY AIR). FLOWS IN OPPOSITE DIRECTION OF ARROW (RETURN OR EXHAUST). DUCT FITTINGS DETAIL 3314311323 < < 1)13 11.. <1 s \ 1 EXTERIOR DUCT SUPPORT & INSTALLATION DETAIL NOT TO SCALE WRAPPED INSULATION COVERING RIGID ROUND DUCT RIGID ROUND SHEET METAL DUCT BALANCING DAMPER 1, INSULATED �j / A �1 SUPPLY DUCT I j FLEXIBLE DUCT CONNECTION 1" X 20 GAUGE GALVANIZED SUPPORT STRAP BALANCING HANDLE. LOCK INTO POSITION AND MARK PERMANENTLY. NOTES: 1) 2) INSULATED FLEXIBLE DUCT PROTECTION SADDLE DIFFUSER STARTER COLLAR (MINIMUM 4"). PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND WITH AN ADDITIONAL DRAWBAND. PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER. 3) PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT, DAMPERS AND DIFFUSERS. 4) BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP. SQUARE TO ROUND ADAPTOR (IF REQUIRED) INSULATE BACKPAN OF DIFFUSER 49q 5) WHERE SOLID CEILINGS OR OTHER OBSTRUCTIONS PROHIBIT VOLUME DAMPER ACCESS AND ADJUSTMENT, DAMPERS MAY BE PLACED WITHIN RIGID ROUND METAL 510A DUCT FRAME. 36 INCHES OF DIFFUSER FOR ACCESS BY LIFTING DUFFUSER - 7/QA�TT/��'"�7y DIFFUSER CONNECTION DETAIL- FLEX DUCT NOT TO SCALE OiVeg 05 i\g• CEILING SUPPLY DIFFUSER WITH LAY -IN FRAME (SURFACE MOUNT FRAME SIMILAR) RECEIVED AUG 112011 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: ISSUED FOR CLIENT AND PERMIT REVIEW DATE: 08/05/11 v C m CD L Lt) CON TN. v Of'- °' (0 u) - - co 0 O 0 SEAL: O co N CO CO E 0 U O) 3 THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ©2011 RGLA SOLUTIONS, INC. © 2011 ROBERT G. LYON & ASSOCIATES, INC. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 Washington Certificate of Authorization Number 601895526 T 913 - 383 -2621 F 913 - 383 -2831 larson bin kley.com Copyright 2011 1230 ANDOVER PARK EAST TUKWILA, WA 98188 MECHANICAL DETAILS & SCHEDULES DRAWN BY BT CHECKED BY JMC ) JOB NUMBER 11098 SHEET NAME GENERAL NOTES A. CONTRACTORS AND SUB — CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. B. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE PIPE RISES, DROPS, AND OFFSETS, AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. C. DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE PIPING, CONNECTIONS, FITTINGS, VALVES, OFFSETS, ETCETERA AND ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM. D. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY AND THE AUTHORITY HAVING JURISDICTION. PURCHASE ALL PERMITS ASSOCIATED WITH THE WORK. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. E. PROVIDE WATER HAMMER ARRESTORS THROUGHOUT WATER SYSTEMS AS REQUIRED. REFER TO DETAIL 03/P2 -0. F. PROVIDE BACKFLOW PREVENTION DEVICES IN WATER LINES FEEDING PLUMBING FIXTURES AND/OR EQUIPMENT, AS SHOWN ON PLANS AND ELSEWHERE AS REQUIRED BY AUTHORITY HAVING JURISDICTION. USE DEVICES OF APPROVED MANUFACTURER AND TYPE IN ACCORDANCE WITH REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. G. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IF PRESSURE AT BUILDING ENTRY PRIOR TO ALL LOCALLY REQUIRED DEVICES IS LESS THAN 60 PSIG STATIC, CONTACT OWNER'S REPRESENTATIVE. IF PRESSURE EXCEEDS 80 PSIG, PROVIDE PRESSURE REDUCING VALVE. H. SUSPEND HORIZONTAL SERVICE PIPING FROM UNDERSIDE OF ROOF OR FLOOR STRUCTURE UNLESS OTHERWISE INDICATED. INSTALL PIPING AS HIGH AS POSSIBLE. EXTEND PIPING DOWN IN WALLS, PARTITIONS, AND CHASES TO SERVE FIXTURES AND EQUIPMENT. I. VERIFY SERVICE CONNECTION POINTS, SIZES, ELEVATIONS, AND METERING LOCATIONS FOR PROJECT WITH LOCAL UTILITY COMPANIES AND /OR CIVIL ENGINEER, AS APPLICABLE. 01 201 1 6490_Px.dwg 08 -02 -1 1 10:03 joe.sperry T -' t OP V PLUMBING PLAN NOTES 111 CONNECT TO EXISTING SANITARY WASTE LINE BELOW FLOOR IN THIS VICINITY. FIELD VERIFY REQUIREMENTS. 121 CONNECT TO EXISTING SANITARY VENT IN THIS VICINITY. FIELD VERIFY REQUIREMENTS. 1 3 I CONNECT TO EXISTING DOMESTIC WATER IN THIS VICINITY (MINIMUM 2 "). FIELD VERIFY REQUIREMENTS AND REPLACE IF DOESNT MEET MINIMUM OF 2" 141 PROVIDE WATER HEATER IN THIS VICINITY PER DETAIL 05/P2 -0. 151 PROVIDE EXPANSION TANK IN THIS VICINITY PER DETAIL 06/P2 -0. 161 PROVIDE TRAP PRIMER IN THIS VICINITY PER DETAIL 07/P2 -0. ROUTE WATER HEATER DRAIN TO NEAREST FLOOR DRAIN PER DETAIL 08/P -2.0. 7 FIXTURE BRANCH SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (FLUSH) 1-1/4" -- 4" 2" URINAL (FLUSH VALVE) 1" -- 2" 1-1/2" LAVATORY /HAND SINK 1/2" 1/2" 1 -1/2" 1 -1/2" DRINKING FOUNTAIN 1/2" -- 1 -1/4" 1 -1/4" TWO —COMP SINK 1/2" 1/2" 2" 1 -1/2" FLOOR DRAIN -- -- 2" 1-1/2" SIZES ARE MINIMUM BRANCH SIZE TO FIXTURE. TRUE NIA I��.. B. ea 1t PLUMBING PLAN - WASTE & VENT 1 1/8" = 1' -0" FIRE PROTECTION CRITERIA THIS SPACE IS CURRENTLY SERVED BY AN AUTOMATIC WET PIPE FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF THE EXISTING FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA REQUIREMENTS. PROVIDE ALL MATERIALS AND LABOR REQUIRED FOR COMPLETE INSTALLATION. SYSTEM MODIFICATIONS SHALL BE DESIGNED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER, AND CONTRACTOR SHALL PREPARE ALL REQUIRED SIGNED /SEALED DRAWINGS, CALCULATIONS, AND SHALL OBTAIN APPROVAL OF ALL STATE, LOCAL, AND INSURANCE UNDERWRITING AUTHORITIES. THE SPRINKLER SYSTEM SHALL BE TESTED UNDER PRESSURE BY CONTRACTOR, AND INSPECTED AND APPROVED BY LOCAL FIRE MARSHAL, PRIOR TO ACCEPTANCE BY OWNER. 1) " FFCO 2., 03 2" 2" FFCO 12" 1h„ 121," I I I I® itfr 1 WASTE & VENT RISER DIAGRAM NOT TO SCLAE fl N 2" \" 2/ 2" 1Yz', I Y 1X O ..1 F FO 1Y2- It 12- \l N 1 � E 1Y" 4 4 REA R[OON 0 PARTIAL PLUMBING PLAN - WATER A. 1/8" = 1' -0" TRUE E WATER RISER DIAGRAM 04 NOT TO SCLAE SEPARATE R11/11TAND APPROVAL REQUIRED 0 74" 1Y" 4 RECEIVED 0- ,)" AUG 112011 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671 .7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 CID L SEAL: IO CO N0 d cV 0 1h [r — r r (1) J l- 1- — E O 0 0 3 THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. © 2011 RGLA SOLUTIONS, INC. ® 2011 ROBERT G. LYON &ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 Washington Certificate of Authorization Number 601895526 T 913- 383 -2621 F 913 -383 -2831 larson bin kley.com Copyright 2011 PLUMBING PLANS AND RISER DIAGRAMS DRAWN BY JES CHECKED BY 3 NRP JOB NUMBER 11098 SHEET NAME P-1.o PLUMBING SPECIFICATION THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND /OR ORDINANCES AND IS SUBJECT TO INSPECTION. HOOK -UP CHARGES, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART OF THIS SECTION. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH -IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEMS - GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIELECTRIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. FIXTURES /EQUIPMENT FURNISHED BY OTHERS: PLUMBING CONTRACTOR SHALL PROVIDE UTILITY CONNECTIONS REQUIRED SUCH AS WATER, GAS, SUPPLIES, WASTE OUTLET, TRAPS, ETCETERAS AT ALL PLUMBING TYPE FIXTURES OR EQUIPMENT FURNISHED BY OWNER, GENERAL CONTRACTOR, EQUIPMENT SUPPLIER, ETCETERA. INCLUDED ARE STOP VALVES, ESCUTCHEONS, AND CHROME PLATED BRASS TUBING WITH COMPRESSION FITTINGS. SANITARY SEWER PIPING: PROVIDE ALL DRAINS AND PIPING WITHIN THE PROJECT SPACE WITH CONNECTION TO THE EXISTING DRAINAGE SYSTEMS ON -SITE. SANITARY DRAINAGE PIPING ABOVE FLOOR SHALL BE HUBLESS CAST -IRON PIPE AND FITTINGS AND CONNECTIONS. SANITARY DRAINAGE PIPING BELOW GRADE SHALL BE SERVICE - WEIGHT HUB AND SPIGOT TYPE CAST -IRON WITH NEOPRENE GASKET JOINT SYSTEM. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED AT 1/4" PER FOOT FOR PIPE SIZES 3" AND SMALLER AND 1/8" PER FOOT FOR PIPE SIZES 4" AND LARGER, UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. SANITARY VENT PIPING: PROVIDE A COMPLETE SYSTEM OF STANDARD WEIGHT CAST IRON NO -HUB PIPE AND FITTINGS. THE VENT SYSTEM SHALL BE CONNECTED TO THE LANDLORD SYSTEM. CONDENSATE AND INDIRECT DRAIN PIPING: TYPE M COPPER TUBING UP TO 1" ID, TYPE DWV COPPER TUBING AND FITTINGS FOR 1-1/4" AND LARGER SIZES. CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL, WASTE AND DRAIN PIPES. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE, CONFORMING TO CODE REQUIREMENTS. PROVIDE SUITABLE WALL OR FLOOR CLEANOUTS WITH ACCESSORIES TO OBSCURE FROM VIEW. WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED. ABOVE GRADE HOT AND COLD WATER PIPING SHALL BE 1/2" MINIMUM TYPE L COPPER TUBING WITH WROUGHT COPPER FITTINGS AND SWEAT CONNECTIONS. BELOW GRADE HOT AND COLD WATER PIPING SHALL BE 1/2" MINIMUM TYPE K COPPER TUBING WITH WROUGHT COPPER FITTINGS, AND SWEAT CONNECTIONS. PROVIDE WATER HAMMER ARRESTERS AT EACH FIXTURE OR GROUP OF FIXTURES AS REQUIRED. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). USE LEAD FREE OR TIN - ANTIMONY SOLDER, 95/5 FOR ALL SWEAT FITTINGS OF COPPER PIPING. PIPE INSULATION: RIDGE ONE -PIECE FIBERGLASS PIPE INSULATION WITH REQUIREMENTS COMPLYING WITH ASTM C 547, SELF - SEALING ADHESIVE LAP LONGITUDINAL JOINTS AND BUTT STRIPS FOR TRANSVERSE JOINTS. JACKETING SHALL CONFORM TO ASTM C 1136, TYPE I, MAXIMUM VAPOR TRANSMISSION RATING OF 0.02 PERM WHEN TESTED ACCORDING TO ASTM E 96, PROCEDURE A. (K VALVE) 0.25 BTU * IN. / HR. * FT2 * 'F AT 75T MEAN TEMPERATURE. PROVIDE INSULATION THICKNESS AS INDICATED: DOMESTIC COLD WATER PIPING 1" AND SMALLER: 1/2" THICKNESS. DOMESTIC COLD WATER PIPING 1 -1/4" - 2 ": 3/4" THICKNESS. PLUMBING VENT PIPING WITHIN 6 FEET OF ROOF OUTLET: 1" THICKNESS. CONDENSATE PIPING: 1/2" THICKNESS. DOMESTIC HOT WATER PIPING 2" AND SMALLER: 1" THICKNESS. WATER AND WASTE PIPING BELOW HANDICAP LAVATORIES /SINKS. PIPE INSULATION: FLEXIBLE, ONE PIECE, EXPANDED CLOSED -CELL ELASTOMERIC PIPE INSULATION WITH REQUIREMENTS COMPLYING WITH ASTM C 518, SELF - SEALING, WITH A MAXIMUM VAPOR TRANSMISSION RATING OF 0.20 PERM WHEN TESTED ACCORDING TO ASTM E 96. THERMAL CONDUCTIVITY (K VALVE) SHALL NOT EXCEED 0.27 BTU * IN. / HR. * FT2 * T AT 75T MEAN TEMPERATURE, AND INSULATION AND JACKET SHALL BE RATED FOR OPERATING TEMPERATURES FROM 40'F TO 180'F. PROVIDE INSULATION THICKNESS AS INDICATED: DOMESTIC COLD WATER PIPING 2" AND SMALLER: 1/2" THICKNESS. DOMESTIC HOT WATER PIPING 2" AND SMALLER: 1/2" THICKNESS. SANITARY PIPING 2" AND SMALLER: 1/2" THICKNESS. CONDENSATE PIPING: 1/2" THICKNESS. SHUTOFF VALVES WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE OR OTHER EQUIPMENT ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. PIPE LINE VALVES SHALL BE EQUAL TO CRANE SERIES #9200, QUARTER TURN BALL VALVE. CONSTRUCTION - TWO PIECE, BRONZE BODY, FULL PORTED, CHROME PLATED BRASS BALL, REPLACEABLE "TEFLON OR TFE" SEATS AND SEALS. RATING - 150 PSI WSP, 600 PSI WOG. CONNECTIONS - SOLDER OR THREADED ENDS TO MATCH PIPING. STANDARDS COMPLIANCE - BRONZE OR BRASS VALVES: MSS -SP -110. WHEN SHUTOFF VALVE ARE PLACE IN THE CEILING THE VALVES WILL BE LOCATED AT A MAXIMUM OF 12" ABOVE THE CEILING, AND NOTHING SHALL BE PLACE BETWEEN THE CEILING ACCESS AND THE VALVES. ACCESS PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES, VALVES, ETCETERA ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY -IN SUSPENDED CEILINGS, ACCESS PANELS ARE NOT REQUIRED. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT. INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL, FOR SANITARY JOINT, AND OMIT ESCUTCHEONS. REPAIR EXISTING PLUMBING SYSTEM COMPONENTS DAMAGED BY CONSTRUCTION OPERATIONS AND RESTORE TO ORIGINAL CONDITIONS. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. TEST SANITARY DRAINAGE AND VENT SYSTEM BY FILLING WITH WATER, WITH ALL POINTS IN THE SYSTEM BEING SUBJECT TO PRESSURE OF AT LEAST 10' OF WATER. WATER LEVEL SHALL REMAIN STATIONARY FOR A PERIOD OF ONE HOUR, WITHOUT ANY PIPE OR JOINT LEAKAGE. IF TESTING INDICATES DEFICIENTS REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. ALL - THREAD ROD. LENGTH AS REQUIRED FOR PIPE SLOPE PROVIDE COPPER OR NON - METALLIC COATING WHERE HANGERS CONTACT BARE COPPER PIPE DRILLED -IN THREADED INSERT IF EXISTING PAN FLOOR OR CAST IN PLACE IF NOT EXISTING DO NOT USE SHOT -IN INSERTS ADJUSTABLE BAND HANGER FOR PIPING FOUR INCH OR LESS & CLEVIS HANGER FOR OVER FOUR INCH PROVIDE GALVANIZED STEEL SADDLE FOR ALL INSULATED PIPE LARGER THAN 3/4 ". VERIFY INSULATION THICKNESS WHEN SIZING HANGERS PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COPPER: 4 " =12'; 3 " =11'; 2Y2 " =10'; 2 " =9'; 11C=8'; 1Y4 " =7'; 1"=6'; 3/4 " =6'; Xz " =5'. CAST IRON: 10' AND ONE NEAR ALL JOINTS. STEEL: 4 " =14'; 3 " =12'; 2X"=11'; 2 " =10'; %"=9'; 1"=7'; 3'4 " =6'; Yz " =5'. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED. LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF /AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES AND SPECIFICATIONS FOR FURTHER INFORMATION. 01 PIPE HANGERS NOT TO SCALE HOT WATER TO FIXTURES AS IT SHOWN ON PLANS 1 1 E� SHUT -OFF VALVE � PIPE UNION WATER HEATER REFER TO SPECIFICATIONS AND SCHEDULE SET WATER HEATER ON PLATFORM SUSPENDED FROM STRUCTURE ABOVE GALVANIZED 6" DEEP WATERTIGHT SHEET METAL PAN UNDER HEATER CEILING D D DRAIN VALVE f- COLD SUPPLY WATER TO WATER HEATER / HEAT TRAP 18" MIN. /% CENTER TO CENTER 1 TO EXPANSION TANK IF REQUIRED, SEE DETAIL TEMPERATURE AND PRESSURE RELIEF VALVE WITH TEST LEVER fHARD COPPER RELIEF DISCHARGE LINE TO END OVER FLOOR DRAIN WITH 6 INCH AIR GAP CONNECT PAN TO RELIEF LINE LOCATE HEATER ABOVE CEILING PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLAN FOR PIPE SIZES. SET WATER HEATER THERMOSTAT AT 120' FAHRENHEIT. O 5 SUSPENDED WATER HEATER NOT TO SCALE BOLT (WITH TWO WASHERS) NEAR TOP OF BEAM -. BOLT (WITH TWO WASHERS) BETWEEN JOIST MEMBERS STEEL f BEAM WELD 1/8"l ` 1 " -24" -STEEL JOIST DRILLED IN THREADED INSERT. DO NOT USE SHOT -IN INSERTS. COVER VALVE BODIES WITH INSULATION, BUT NOT UNIONS ■I■ ■ ��1• MITER THE INSULATION AT TEES AND ELBOWS SO THAT THERE ARE NO GAPS AT JOINTS. PROVIDE ONE -PIECE PRE - MOULDED PVC FITTING COVERS PROVIDE INSULATION ON DOMESTIC HOT /COLD WATER PIPES, STORM WATER PIPES, AND CONDENSATE DRAIN PIPING IN WALLS AND CHASES 1 1 1■ TAPE JOINTS OF FIBERGLASS INSULATION PROVIDE A ONE FOOT LENGTH OF NON - COMPRESSIBLE INSULATION AT HANGERS FOR ALL PIPE 2" AND LARGER REFER TO OTHER DETAILS FOR TREATMENT OF INSULATION AT PENETRATION OF WALLS AND FIREWALLS PROVIDE FIBERGLASS INSULATION WITH ALL - SERVICE JACKET WITH VAPOR BARRIER ON ALL COLD /HOT WATER PIPING AND CONDENSATE DRAIN PIPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION REGARDING INSULATION. INSTALL ALL ITEMS PER SPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS. E S UCTIONS. MAINT AIN VAPOR BARRIER ON COLD PIPING BY MEANS OF SEALANT AND TAPE. FLAME - SPREAD AND SMOKE - DEVELOPED INDEXES SHALL NOT EXCEED 25/50. SEAL EXPOSED ENDS OF FIBERGLASS INSULATION WITH ADHESIVE MASTIC. 02 PIPE INSULATION NOT TO SCALE COLD WATER SUPPLY TO WATER HEATER —� PIPE UNION: DIELECTRIC IF DISSIMILAR METALS BUTYL DIAPHRAGM AIR CHARGING VALVE FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE - PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. PIPE HANGER NEXT TO PIPE TEE WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING EXPANSION TANK INSTALLATION SHALL OCCUR ONLY WHEN THERE IS A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE TENANT SPACE WATER SYSTEM OR BUILDING WATER SYSTEM. 06 SMALL EXPANSION TANK NOT TO SCALE BOLT (WITH TWO WASHERS) NEAR TOP OF BEAM 1 MIN. I2 MAX. 1 TRANSVERSE BRACE STANDARD STEEL PIPE CLAMP PIPE HANGER PER OTHER DETAIL 4" MAXIMUM TYPICAL ALL BRACES 1 1 MIN. 2 MAX. WOOD BEAM ANGLE IRON BRACE AND BOLTS PER TABLE (TYP.) LONGITUDINAL BRACE UPC ZONE 3 OR 4; SMACNA SHL -A PROVIDE ROD SIZE TABULATED, WITH VERTICAL BRACE IF ROD LENGTH EXCEEDS TABULATION. PIPE SIZE SPACING TR. LO. TRANSVERSE BRACE LONGITUDINAL BRACE BOLT SIZE ROD SIZE MAX ROD LENGTH VERTICAL BRACE 1" TO 2" 20' 20' 2"x2"x18GA 2"x2"x18GA 1/4" 3/8" 20" 2"x2"x18GA 2 -1/2" TO 3" 40' 40' 2- 1/2x2- 1/2x16GA 2- 1/2x2- 1/2x16GA 3/8" 1/2" 25" 2 "x2 "x16GA 4" TO 5" 2 -1 /2x2 -1 /2x 12GA 1/2" 5/8" 31" " 6" " " 2- 1/2x2- 1/2x12GA n " 3/4" 37" 2- 1/2x2- 1/2x16GA 8" " " 5/8" 7/8" 43" 2- 1/2x2- 1/2x12GA 10" 20' 20' 3/4" " " 12" ,, 3 "x3 "x 12GA 3 "x3 "x 12GA " 14„ „ „ PP ., „ 1 " 50„ IS DO NOT BRACE ANY PIPE WHERE TOP OF PIPE TO BOTTOM OF UPPER ATTACHMENT IS < 12 ". BRACE GAS, OIL AND AIR PIPE 1" AND LARGER. BRACE ALL PIPE IN EQUIPMENT ROOMS 1 -1/4" AND LARGER. BRACE ALL OTHER PIPE 2 -1/2" AND LARGER. BRACE HUBLESS CAST IRON PIPE ON EACH SIDE OF ANY CHANGE IN DIRECTION OF 90 DEGREES OR MORE. MAXIMUM HANGER ROD LENGTH IS 6 FEET. WHERE LENGTH OF RUN EXCEEDS LONGITUDINAL BRACE SPACING, PROVIDE 2' OFFSET IN PIPE AND LOCATE BRACE AT MID RUNS. REFER TO 1991 SMACNA "SEISMIC RESTRAINT MANUAL" FOR ALTERNATIVE ATTACHMENTS AND ADDITIONAL INFORMATION AND REQUIREMENTS. (THIS DETAIL APPLIES IN THE ABSENCE OF OTHER LOCAL CODE REQUIREMENTS.) O CI SEISMIC BRACING FOR PIPE NOT TO SCALE HOT OR COLD WATER SUPPLY ARRESTER WITHIN SIX FEET OF FIXTURE SERVED SINGLE FIXTURE PDI SIZE FIXTURE UNIT LOAD AA 1 -3 A 4 -11 B 12 -32 C 33 -60 D 61 -113 ON HORIZONTAL BRANCH LINE LESS THAN 20 FEET, LONG, PLACE ONE WITHIN SIX FEET OF THE LAST FIXTURE SERVED ON BRANCH LINE GREATER THAN 20 FEET LONG, PLACE ANOTHER ARRESTER IN THE MIDDLE, EACH IS SIZED FOR HALF THE FIXTURE UNITS MULTIPLE FIXTURES FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 - URINAL 5 - LAVATO RY 1.5 1.5 SINK 2 2 DRINKING FOUNTAIN 0.5 - PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCTION, HAVING PDI #WH -201, ASSE #1010 OR ANSI #A112.26.1M CERTIFICATION. SIZE AND INSTALL PER PDI #WH -201 STANDARD OR MANUFACTURER'S INSTRUCTION. THE TABLES ABOVE ARE BASED ON THE SIOUX CHIEF PRODUCT LINE. IF PRESSURE IS IN EXCESS OF 65 PSIG THEN UPSIZE THE ARRESTER BY ONE (EXAMPLE: AN 'A' ARRESTER WOULD BECOME A 'B' ARRESTER.) O 3 WATER HAMMER ARRESTERS NOT TO SCALE TRAP PRIMER WITH INTEGRAL VACUUM BREAKER PROVIDE COUPLING DOMESTIC COLD WATER LINE IN PLUMBING CHASE OR UNDER FIXTURE. MAKE BRANCH TO TRAP PRIMER OFF TOP OF THIS PIPE TRAP PRIMER IN CHASE OR UNDER FIXTURE. INSTALL PRIMER MINIMUM SIX INCHES ABOVE FLOOD RIM OF FIXTURE BEING SERVED PROVIDE DISTRIBUTION UNITS WHERE MORE THAN ONE TRAP IS SERVED BY A PRIMER PRIMER MAY BE LOCATED ABOVE CEILING WHERE ACCESSIBLE. IF LOCATED IN A CHASE OR WALL, PROVIDE A HINGED, LOCKABLE, PRIME COATED ACCESS DOOR IN AN ACCESSIBLE BUT INCONSPICUOUS PLACE TYPE "K" SOFT COPPER TUBE BELOW FLOOR SLAB WITHOUT JOINTS. SLOPE TOWARD FLOOR DRAIN TRAP. PROVIDE ELASTOMERIC INSULATION FROM TRAP TO ABOVE FLOOR SLAB CONCRETE FLOOR FLOOR DRAIN OR FLOOR SINK P -TRAP WITH TRAP PRIMER CONNECTION TRAP PRIMER MAY BE LOCATED ABOVE CEILING WHERE ACCESSIBLE. TRAP PRIMER 0 7 NOT TO SCALE PLUMBING SYMBOLS LEGEND PLUMBING FIXTURE SPECIFICATIONS ABBREVIATIONS: AFF /AFG AHJ BFP CO FFCO /FGCO GC IW OC RI TYP VTR WCO LINETYPES: ABOVE FINISHED FLOOR /GRADE AUTHORITY HAVING JURISDICTION BACKFLOW PREVENTER CLEANOUT FLUSH FLOOR /GRADE CLEANOUT GENERAL CONTRACTOR INDIRECT WASTE ON CENTERS ROUGH -IN TYPICAL VENT THRU ROOF WALL CLEANOUT F D OD ST GENERAL COLD WATER (CW) HOT WATER (HW) FIRE PROTECTION (F) (SPRINKLER /STANDPIPE) CONDENSATE LINE (D) OVERFLOW CONDENSATE LINE (OD) PLUMBING VENT (V) SANITARY WASTE (SAN) - BELOW SLAB /GRADE STORM LINE (ST) REFERENCES /NOTATIONS: 01/P1 ri PIPE SYMBOLS: DETAIL OR SECTION REFERENCE CONNECT TO EXISTING PLUMBING PLAN NOTE PLUMBING FIXTURE DESIGNATION REVISION DESIGNATION WATER SUBMETER —+0 —+-0 PIPE TURNING UP /DOWN 101 101 TEE TURNING UP /DOWN —1051 SHUTOFF VALVE (BALL TYPE) 0 WATER CLOSET (HANDICAP, FLOOR MOUNT): AMERICAN STANDARD #3043.102 "MADERA ", WHITE VITREOUS CHINA, 1.6 GPF, ELONGATED SIPHON JET BOWL, 1Y2" TOP SPUD AND RIM AT 16X" AFF. SLOAN "OPTIMA ROYAL" #1 1 1 -ES -S WITH SOLENOID OPERATOR ELECTRONIC SENSOR, MANUAL OVERRIDE BUTTON, WALL PLATES, VACUUM BREAKER, ANGLE CHECK STOP, ADJUSTABLE TAILPIECE, 24V AC INPUT /OUTPUT AND EIGHT SECOND DELAY. ONE 120V TRANSFORMER #EL -154 SERVES UP TO TEN FLUSH VALVE. ELECTRICAL CONTRACTOR TO PROVIDE A 2 -GANG ELECTRICAL BOX FOR EACH FLUSH VALVE. OLSONITE #95SS OPEN FRONT SEAT LESS COVER WITH SELF - SUSTAINING CHECK HINGE. LOCATED FLUSH VALVE TOWARDS WIDE SIDE OF STALL. 0 URNIAL (HANDICAP): AMERICAN STANDARD #6561.017 "TRIMBROOK ", WHITE VITREOUS CHINA, 1.0 GPF, SIPHON JET, WALL MOUNTED, 3/4" INLET SPUD, FLUSHING RIM AND WALL HANGERS. SLOAN "OPTIMA ROYAL" #186- 1.0 -ES -S SOLENOID OPERATOR ELECTRONIC SENSOR, WALL PLATES, VACUUM BREAKER AND ANGLE CHECK STOP, 24V AC INPUT /OUTPUT AND EIGHT SECOND DELAY. ONE 120V TRANSFORMER #EL -154 SERVES UP TO TEN FLUSH VALVE. ELECTRICAL CONTRACTOR TO INSTALL 2 -GANG ELECTRICAL BOX FOR EACH FLUSH VALVE. RI 24" AFF TO RIM. RI 17" AFF TO RIM. @ LAVATORY (HANDICAP WALL HUNG): AMERICAN STANDARD #0124.024, "COMRADE ", 20 "x18 ", WHITE VITREOUS CHINA, BACK OVERFLOW, FAUCET LEDGE, SOAP DEPRESSION AND WALL HANGER. HYDROTEK #H -1000C AUTOMATIC INFRARED FAUCET, SOLID BRASS, CHROME PLATED, SOFTFLOW 0.5 GPM AERATOR, SOLENOID VALVE AND STANDARD 120V PLUG -IN TRANSFORMER. PROVIDE GRID STRAINER, DRAIN WITH TAILPIECE, CHROME - PLATED CAST BRASS P -TRAP WITH CLEANOUT, WASTE ARM TO WALL WITH ESCUTCHEON AND Y4 TURN ANGLE BALL STOPS WITH METAL HANDLE. INSULATE WATER AND WASTE PIPING UNDER LAVATORY WITH TRUEBRO "LAV GUARD2" #102E -Z KIT. RI 34" AFF TO RIM. SINK (DOUBLE): ELKAY #S2C 18X 18 -2 -18X, 14 ", W/ TWO COMPARTMENTS, BOTH LEFT & RIGHT DRAINBOARDS, 9" BACKSPLASH, 18 GAUGE, 300 SERIES S.S. TOP & BOWL, GALVANIZED LEGS & ADJUSTABLE FEET, RAISED 1-1/2" ROLLED EDGE, INCLUDES 3-1/2" DRAIN W/ BASKET STRAINERS. FAUCET: CHICAGO FAUCET #631- L8BVBE2 -2CP, WALL MOUNTED FAUCET, VACUUM BREAKER, LEVER HANDLES 0 RELOCATED EXISTING SINK,FAUCET AND ALL TRIM TO BE REUSED. THOUROUGHLY CLEAN, REPAIR AND ADJUST AS NEEDED FOR LIKE NEW CONDITION. 0 DRINKING FOUNTAIN (SINGLE): ELKAY #EDFP19C. PROVIDE Y4 TURN ANGLE BALL STOP WITH METAL HANDLE, P -TRAP WITH CLEANOUT AND WASTE ARM TO WALL. COORDINATE MOUNTING HEIGHT WITH ARCHITECT. © FLOOR DRAIN (LIGHT DUTY): JR SMITH #2010- NB -P050 CAST IRON DRAIN WITH NICKEL BRONZE STRAINER, Yz" TRAP PRIMER CONNECTION AND MEMBRANE FLASHING CLAMP. PROVIDE OUTLET WITH P -TRAP AND CLEAN AND POLISH STRAINER TOP AFTER INSTALLATION. OPTIONAL ROUND OR SQUARE STRAINER. OH TRAP PRIMER: JR SMITH #2699 AUTOMATIC TRAP PRIMER, Xz" INLET & OUTLET CONNECTIONS WITH ANTI- SIPHON PORTS. INSTALL TRAP PRIMER IN ACCESSIBLE LOCATION WITH TRAP PRIMER MINIMUM 6" ABOVE FLOOD LEVEL OF FLOOR DRAIN RIM. O WATER HEATER (LOWBOY): AO SMITH #ECL -30, 30 GALLONS STORAGE, 4500 WATTS HEATING INPUT WITH 240V-10 ELECTRICAL SERVICE, ENERGY EFFICIENT, SIX YEAR LIMITED WARRANTY, MAGNESIUM ANODE, GLASS LINED STEEL TANK, IMMERSION ELEMENTS, STEEL JACKET WITH ENAMEL FINISH, AUTOMATIC CONTROLS. PROVIDE T &P RELIEF VALVE. INSTALL PER PER MANUFACTURER'S INSTRUCTIONS. 0 EXPANSION TANK: AMTROL #ST -5 "THERM- X- TROL ", TOTAL VOLUME OF 2.0 GALLONS WITH MAXIMUM ACCEPTANCE VOLUME OF 0.9 GALLONS, 3/ 4" CONNECTION. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SYMBOLS LEGEND NOTES: REFER TO SPECIFICATIONS AND PLAN NOTES FOR DETAILED DESCRIPTION OF ALL DEVICES SHOWN IN THIS SCHEDULE, PROVIDED BY THIS CONTRACTOR. b \\ 1 PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY. MEMBRANE CLAMP \FLOOR SLAB ON GRADE AS REQUIRED FOR DEPTH OF SEWER HUB AND SPIGOT CAST IRON PIPE BELOW FLOC) SANITARY OR STORM SEWER LINE :=111111, DIRECTION OF FLOW tel � —SAME SIZE AS SEWER UP TO 4" MAXIMUM LONG SWEEP ELBOW AT END OR TURN OF RUN COMBINATION WYE AND EIGHTH BEND IN RUN. ENTER TOP OF PIPE LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. O 4 FLOOR FLOOR CLEANOUT NOT TO SCALE PROVIDE CLEANOUTS IN TURNS /ENDS OF PIPE. USE DWV FITTINGS IF SIZE IS LARGER THAN 1" - SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE DISCHARGE INTO CENTER HOLE OF GRATE OF WASTE RECEPTACLE WITH AIR GAP SUFFICIENT TO REMOVE GRATE AND STRAINER. MINIMUM GAP = TWO PIPE DIAMETERS MAKE CONNECTION TO EQUIPMENT AS REQUIRED MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CONNECTION, MINIMUM V. USE TYPE "M" HARD COPPER UP TO 1" AND TYPE DWV FOR LARGER VERIFY WITH LOCAL CODES IF /WHEN TRAP AND /OR VENT ARE REQUIRED FOR THE LENGTH OF DRAIN PIPE INSTALLED ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. O 8 INDIRECT DRAIN NOT TO SCALE PROVIDE 1"4" STEEL BAND DOWN 1/3 FROM THE TOP, AND UP 1/3 FROM THE BOTTOM OF TANK. BEND ENDS OF STRAP AND ANCHOR SECURELY TO WALL AS REQUIRED. (TYP. FOR 2) SET TANK AS CLOSE TO WALL AS POSSIBLE. PROVIDE WOOD BLOCKS FOR SPACERS BETWEEN WALL AND TANK IF REQUIRED. ATTACH TO WALL AS REQUIRED (TYP. FOR 2) ANCHOR TANK LEGS TO FLOOR OR PLATFORM OR AS REQUIRED BY LOCAL CODE AUTHORITIES. 10 TANK SEISMIC RESTRAINT NOT TO SCALE RECEIVED AUG 112011 PERMIT CENTER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 Washington Certificate of Authorization Number 601895526 T 913- 383 -2621 F 913 - 383 -2831 larsonbinkley.com Copyright 2011 2 A14 01 201 1 6490_Px.dwg 08 -02 -11 10:03 joe,sperry rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671 .7452 f: 847.671.4200 www.rgIa.com REVISIONS: DATE: ISSUED FOR CLIENT AND PERMIT REVIEW 08/05/11 - 0 LO i -. IN C 7 C3 • On 0 • v ,a) E= CO 0 0 O — 0 cn y Cam SEAL: N 0 o. 0 N N. 0 E 0 0) THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. © 2011 RGLA SOLUTIONS, INC. © 2011 ROBERT G. LYON 8 ASSOCIATES, INC. 1230 ANDOVER PARK EAST TUKWILA, WA 98188 DETAILS, SCHEDULES, AND SPECIFICATIONS DRAWN BY JES CHECKED BY 2 NRP JOB NUMBER 11098 SHEET NAME P-210