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Home My WebLink AboutPermit D12-014 - WESTFIELD SOUTHCENTER MALL - NATIONAL UNIVERSITY - TENANT IMPROVEMENTNATIONAL UNIVERSITY 152 SOUTHCENTER MALI. D12 -014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D12 -014 Occupant/Tenant: NATIONAL UNIVERSITY Building Address: 152 SOUTHCENTER MALL, Suite No. Parcel No.: 9202470010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: BUSINESS OFFICE Occupancy Group/Division: B Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 16 oi„,:p7, 20 / BUILD G OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City oil/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 152 SOUTHCENTER MALL TUKW Suite No: Project Name: NATIONAL UNIVERSITY Permit Number: D12-014 Issue Date: 05/03/2012 Permit Expires On: 10/30/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: LESLIE LOMBARD Address: 3701 WILSHIRE BL, SUITE 414 , LOS ANGELES CA 90010 Contractor: Name: SUFFOLK CONSTRUCTION CO INC Address: 65 ALLERTON ST , BOSTON MA 02119 Contractor License No: SUFFOCC883KA Lender: Name: Address: Phone: 323 - 966 -2610 Phone: Expiration Date: 04/30/2014 DESCRIPTION OF WORK: NEW TENANT 1,944 SQ FT TENANT IMPROVEMENT TO INCLUDE NEW PARTITIONS, INTERIOR DOORS /STOREFRONT, NEW FAN COIL UNIT AND DUCT WORK, NEW RESTROOM, LIGHTING AND INTERIOR FINISHES PER PLANS. Value of Construction: $77,760.00 Fees Collected: $2,060.07 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -014 Printed: 05 -03 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: N Private: dadi End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Date: 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 performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 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 D12 -014 Printed: 05 -03 -2012 7: All construction shall be done in conforms with the approved plans and the requiremer ` f the International Building Code or International Residential Ccinternational Mechanical Code, Washingto e Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 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: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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) 20: 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) 21: 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) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 23: 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) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the doc: IBC -7/10 D12 -014 Printed: 05 -03 -2012 International Building Code shall not requi ght grasping, tight pinching or twisting of florist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 28: Maintain 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) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to 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). 31: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051.(ALL FIRE ALARM COMPONENTS MUST BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: Post address on storefront per approved Westfield standards. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -014 Printed: 05 -03 -2012 r CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Building Permit No. D11--o Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION 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 152 - Site Address: Southcenter Mall King Co Assessor's Tax No.: 359700 -0245 Suite Number: 612 Floor: 1 Tenant Name: National University PROPERTY OWNER Name: Leslie Lombard Name: Westfield, LLC City: Los Angeles State: CA Zip: 90010 Address: 11602 Wilshire Blvd. 1 lth Floor Email: lesliel @urban- concepts.com City: Los Angeles State: CA Zip: 90025 CONTACT PERSON — person receiving all project communication Name: Leslie Lombard Address: 3701 Wilshire Blvd. Ste. 414 City: Los Angeles State: CA Zip: 90010 Phone: (323) 966 -2610 Fax: (213) 388 -1678 Email: lesliel @urban- concepts.com GENERAL CONTRACTOR INFORMATION Company Name: Suffolk Roel Construction Address: 39 Discovery Way City: Irvine State: CA Zip: 92618 Phone: (949) 337 -2641 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications1Fotms- Applications On Line \20Il Applications\Pertnit Application Revised - 8- 9- 11.docx Revised: August 2011 bh New Tenant: 0 Yes ❑ .. No ARCHITECT OF RECORD Company Name: Rizza Engineering, Inc. (Elec.) Company Name: Urban Concepts Address: 12463 Rancho Bernardo Rd. Ste 538 Architect Name: William Christopher Phone: (858) 449 -5732 Fax: Address: 3701 Wilshire Blvd. Ste 414 Cit': Los Angeles State: CA Zip: 90010 Phone: (323) 966 -2601 Fax: (213) 388 -1678 Email: billc @urban- concepts.com ENGINEER OF RECORD Company Name: Rizza Engineering, Inc. (Elec.) Engineer Name: Robert Aarsleff Address: 12463 Rancho Bernardo Rd. Ste 538 City: San Diego, State: CA Zip: 92128 Phone: (858) 449 -5732 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO0206 -431 -3670 Valuation of Project (contractor's bid price): $ 77,760 Describe the scope of work (please provide detailed information): 1,944 sq. ft. interior TI to include new partitions, interior doors / storefront, new fan coil unit and duct work, new restroom, lighting, and interior finishes per plan. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes IJ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® 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:\ApplicationsiForms- Applications On Line \2011 Applications\Pemtit Application Revised - 8- 9- 11.doac Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC is' Floor 1,944 I 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 IJ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® 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:\ApplicationsiForms- Applications On Line \2011 Applications\Pemtit Application Revised - 8- 9- 11.doac Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO TION — 206 -433 -0179 Scope of Work (please provide detailed information): Addition of one kitchen sink. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ...Tukwila ❑ ...Sewer Use Certificate ❑... Valley View ❑ ...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ . ❑ ...Cap or Remove Utilities ❑ . ❑ ...Frontage Improvements 0 . ❑ ...Traffic Control ❑ . ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line tt ft ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\ApplicationsWotms- Applications On Line \ 2011 Applications \Permit Application Revised - 8.9- 11.docx Revised: August 2011 bh Page 3 of 4 1 • PERMIT APPLICATION NOTES - 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. 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). 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 OVR OR AUTHORIZED AGENT: Signature: Date: { Z- Zo - ► Print Name: Leslie Lombard Day Telephone: (323) 966 -2610 Mailing Address: 3701 Wilshire Blvd. Ste 414 Los Angeles CA 90010 H:\Applications\Forms- Applications On Line \2011 Apphcations\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh City State Zip Page 4 of 4 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 RECEIPT Parcel No.: 9202470010 Permit Number: D12-014 Address: 152 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/23/2012 Applicant: NATIONAL UNIVERSITY Issue Date: Receipt No.: R12 -01489 Initials: WER User ID: 1655 Payment Amount: $1,250.30 Payment Date: 05/03/2012 01:23 PM Balance: $0.00 Payee: SUFFOLK CONSTRUCTION CO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 157 1,250.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,250.30 1,245.80 4.50 doc: Receiot -06 Printed: 05 -03 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-014 Address: 152 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/23/2012 Applicant: NATIONAL UNIVERSITY Issue Date: Receipt No.: R12 -00197 Initials: User ID: WER 1655 Payment Amount: $809.77 Payment Date: 01/23/2012 01:07 PM Balance: $1,250.30 Payee: URBAN CONCEPTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 09947 809.77 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 809.77 Total: $809.77 doc: Receipt-06 Printed: 01 -23 -2012 INSPECTION RECORD Retain a copy with permit 1b gyp?- 0/tY INSPECTION NO. 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: , , AMT72)1141.- 2./Av /ciMS/2 Type of Inspection: / /n1 4 L Address: /5.2 A%19 // Date Called: Special Instructions: Date �Wanted: . A a. Requester: Phone No: _ 70,2 - G�s�-YS39 .Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6L LNAJC.. 4e13ia✓P� 0.4 (e,-.-E° (AJf n EIN4 I'ECTION FEE REQUIR D. Prior t• next inspection, fee must be aid 6300 Southcenter Blvd.. Suite 10'. Call to schedule reinspectioh. INSP EC1 N NO. INSPECTION RECORD Retain a copy with permit 2 - t4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 �{4, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 0Ai-IONIAl.11r.1%U0cz. tqui Type of Inspection: '?►.lPf.,1e.e sod -11-"V 4, Date Called: ' Address: 1 .6 2 Sa 0 Wk 1 t Special Instructions: r- 2. ) (91A7_'N<- 0 ,44 nit!, Date Wanted:. Z , I Z d.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: IOSt.Sc-c..11=beb. d EILI _. gppe N r- 2. ) (91A7_'N<- 0 ,44 nit!, 0, -1-4F0-7- it•tctRE 7,.,,t .,,j i IIc • m Inspec r: Date* iv -2S —I 1-1 p RI SPECTION FEE REQU RED. Prior to next inspection, fee must be d at 6300 Southcenter Blvd.. Suite 1 n0. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPE,CTI`ON N0. PERMIT NO. ' • • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Dr2Z- 014 Project: �.�, Type of spec ion: , Address:' - Date Cal f Special' Instructions: -. . mm Date Wanted: ,a _2(-11.- p.m. Requester: Phone No: clot -(004 -61S-31 ElApproved per applicable codes. QCorrections required prior to approval. COMMENTS: D t__ J-e_r SJ / Qe -v (DK_ Inspector: Date: j � ,- -7, 11y ),---; REINSPECTION. FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. E Corrections required prior to approval. AO COMMENTS: jr ii p`1kl �.J d t+ Ole: tA4r 0 \ O s sus -- i--D Apr: /. -tei ( ,)v'_ -n, A Inspecto Date:S' co-v, 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (0% INSPECTION RECORD Retain a copy with permit` '2 Q /c/ INSPECTION NO. PERMIT NO. • .. CITY OF TUKWILA BUILDING DIVISION 6300Southcenter Blvd., #100, Tukwila. WA 98188 V (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: A i i 4 D - 0 , 0 d9 L 1/ 7 ,, Type of Inspection: .----ix-h71-2A/6, Address: ,1 • SO 6117-711/ii/ Date Called: ,h/•/ 6, - 4 A 1,n/f Special Instructions: • • Date Wanted: . ■-." -,'-: - /0- p.m. Requester: Phone No: 767 6.6y- cr,>---39 aApproved per applicable codes. a Corrections required prior to approval. COMMENTS: ; J n ) /5 0/0/7 , -7-, ,h/•/ 6, - 4 A 1,n/f d Date 6-_ 2 2 fa E /NSPECTION FEE RE UIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - a INSPECTION NUMBER . ..•••••!' INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 • Project: i A/(4110114 I (..)6 Ate -11 1- j Type of Inspection: Fifr-c F; 'lc.. I Address: is--... so4-1..,_ L. A4 4 i ( Suite.#: ,- Contact Person: Special Inst ions: i Phone.No.: (X/Approved per applicable codes. Corrections required -prior to approval. COMMENTS: F F1 04¼ Needs Shift Inspection: "1- Sprinklers: tr 1 Fire Alarm: '7' Hood & Duct: A., / Monitor: 6„..4-,..114.... Pre-Fire: Permits: Occupancy Type: 1-; Inspector: A.),,,y) 1 Date: (0-.1?-4 as Hrs.: / n $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: 1 Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 5 - Jo/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: �JMI aikL. . (/tn%1 veers,' Type of Inspection: - 3r -5--,,,m2_, Address: Suite #: i Sc� `S• C.L Permits: Contact Person: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: 5e - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c- C:71"-- v, Date: �� Z Ai Z Hrs.: v , $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. . . . INSPECTION NUMBER IINSPECTION RECORD Retain a copy with permit i -alt/ 12- S -. /A/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: t, •a,., � i ti „ ..Y =mss , 41 Type of Inspection: sa, , •.,.pie..- C '"1- Address: ,/..i.-Z-- 5 ev2 444 I' Suite #: Contact Person: ,a":', -Yl Special Instructions: Phone No.: 13.Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: S Sprinklers: Fire Alarm: H Hood & Duct: Monitor: P Pre -Fire: Permits: _ • O Occupancy Type: Date: 572.51/z._ 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: 4. te: Zip: Word /Inspection Record Form.Doc 6/11/10 • T.F.D. Form F.P. 113 • • -) $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: 4. te: Zip: Word /Inspection Record Form.Doc 6/11/10 • T.F.D. Form F.P. 113 • • -) 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential - Project Summary 2009 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential SUM Revised December 2010 Project Info Project Address 2800 SOUTHCENTER MALL Date 12/19/2011 TUCKWILA, WASHINGTON 98188 For Building Department Use Applicant Name: Leslie Lombard ApplicantAddress: 3701 Wilshire Blvd.Ste. 414 Los Angeles, CA 90010 Applicant Phone: 323- 966 -2610 FILE COPY bI2OI'-! REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 7 2012 City of Tukwila BUILDING DIVISION RECEIVED JAN 232012 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior L 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 2800 SOUTHCENTER MALL Date 12/19/2011 TUCKWILA, WASHINGTON 98188 For Building Department Use SPACE 152 Applicant Name: Leslie Lombard ApplicantAddress: 3701 Wilshire Blvd.Ste. 414 Los Angeles, CA 90010 Applicant Phone: 323- 966 -2610 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition .1 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option ® Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2 ** Gross Interior Area in ft2 Allowed x Area SPACE 152 office area 0.94 1966 1848 152 'A2' COMPACT FLUORESCENT WALLWASH DNLT 17 33 561 152 'B' PENDANT MOUNTED LINEAR FLUORESCENT 2 120 240 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1848 Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 152 'Al /AlE' COMPACT FLUORESCENT DOWNLIGHT 17 33 561 152 'A2' COMPACT FLUORESCENT WALLWASH DNLT 17 33 561 152 'B' PENDANT MOUNTED LINEAR FLUORESCENT 2 120 240 152 'C /CE' RECESSED LINEAR FLUORESCENT 59 5 295 152 'DE' WALL MTD LINEAR FLUORESCENT 31 1 31 152 'F' PENDANT MOUNTED LOW VOLTAGE HALOGEN 20 3 60 152 'G' LOW VOLTAGE LED SMALL APERTURE DOWNLIGHT 20 4 80 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1828 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential interior Lighting- .Summ',ary (back) 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage 0 Other Qualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /ft`)Use 1 LPA` (W /ft`) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail70, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries5 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies3 (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ftZ may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories!, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential ' Exterior Lighting.Sum'mary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential LTG Revised December 2010 Project Info Proj Addres:2800 SOUTHCENTER MALL Date 12/19/2011 TUCKWILA, WASHINGTON 98188 For Building Department Use Area (ft2), perimeter (10 or # of items Name: Leslie Lombard App!. Name 3701 Wilshire Blvd.Ste. 414 Los Angeles, CA 90010 Appl. Phone 323 - 966 -2610 Project Description ❑ New ❑ Addition Refer to WSEC Section 1513 for controls ❑ Plans Included requirements. -' Alteration and commissioning Lighting Zone (as specified by Jurisdiction) 0 Zone 1 Zone 2 0 Zone 3 0 Zone 4 Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 lumens/W ❑ Controlled by motion sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed. ❑ Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft`), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (10 or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Fixture Description Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (10 or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. Total excess Non - Tradable watts: Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised December 2010 Specific area description Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base site allowance' Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W /ft2 0.06 W /ft2 0.10 W /ft2 0.13 W /ft2 Building Grounds Walkways less than 10 ft wide 0.7 W /linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W /ft2 0.16 W/112 0.2 W /ft2 Exterior Stairways 0.75 W /ft2 1.0 W /ft2 1.0 W /ft2 1.0 W /ft2 Pedestrian tunnel 0.15 W /ft2 0.15 W /ft2 0.2 W /ft2 0.3 W /ft2 Landscaping 0.04 W /ft2 0.05 W /ft2 0.05 W /ft2 0.05 W /ft2 Building Entrances and Exits Main entries 20 W /linear foot of door width 20 W /linear foot of door width 30 W /linear foot of door width 30 W /linear foot of door width Other doors 20 W /linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width Entry canopies 0.25 W /ft2 0.25 W /ft2 0.4 W /ft2 0.4 W /ft2 Sales Canopies Free standing and attached 0.6 W/ft 0.6 W /ft2 0.8 W /ft2 1.0 W/ft2 Outdoor Sales Open areas3 0.25 W /ft2 0.25 W /ft2 0.5 W /ft2 0.7 W /ft2 Street frontage for vehicle sales lots in addition to "open area" allowance No Allowance 10 W /linear foot 10 W /linear foot 30 W /linear foot Non - Tradable Surfaces° Building Facades No Allowance 0.1 W /ft2 for each illuminated wall or surfaces '0.15 W /ft2 for each illuminated wall or surface6 0.2 W/ft for each illuminated wall or surface Automated teller machines and night depositories 270 W per locations 270 W per locations 270 W per locations 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W /ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W /ft2 Drive -up Windows & Doors 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting Power AIIowance;Ad�ustments 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential G -LPA Revised December 2010 Project Address 12800 SOUTHCENTER MALL Date 12/19/2011 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the Use listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plan /room #) Occupancy Description Allowed Watts per ft2 ** Ceiling Height for this room Ceiling Height limit for this exception ** Adjusted LPA Watts per ft2 1001< OFFICE AREA 0.90 11.0 feet 9 feet 0.94 ** From Table 15 -1 based on exceptions listed in footnotes 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, !,Motor,.and;Transformer 2009 Washington State Energy Permit Plans Checklist ;; .LTG- CHK. Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address 2800 SOUTHCENTER MALL Date 12/19/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations E3 Yes 1513.2 Area controls Maximum limit per switch E3 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display /exhib /special Indicate separate controls N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location N.A. (a) timer w /backup Indicate location N.A. (b) photocell. Indicate location Yes 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations E3 Yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E3 N.A. 1513.7 Hotel /motel controls Indicate location of room master controls Yes 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes ' 1514 'Max. watts 'Indicate watts for each exit sign 1E3 ' LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture E2 N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) Yes I 1511 'Elec motor efficiency'MECH -MOT or Equipment Schedule with hp, rpm, efficiency 'M I TRANSFORMERS (Section 1540) N.A. 1540 'Transformers 'Indicate size and efficiency 1 I If "no" is circled for any question, provide explanation: j studio NARRATIVE 5580 Warbler Way La Jolla, CA 92037 Ph: 619.977.7152 Fx: 858.456.0605 E: jiorgoesan.rr.com Date: 2.28.12 To: See below From: Jennifer Jorgensen j studio Subject: National University OIC @ Westfield Southcenter- Seattle, WA Tenant Improvement- Revision 1- Plan Check and LL Re- submittal dated 2.27.12 This memo is issued to address changes that were made to the above subject project. The G.C. shall review this memo and adjust their bids include the information provided herein. If there are any conflicts with existing site conditions please bring it to the attention of the architect or owner as soon as possible. DESCRIPTION OF CHANGE: Sheet T -1: • Revised Suffolk Roel Contact Information • Updated site address Sheet A -1: • Revised restroom dimension and added vertical grab bar- per plan check request Sheet A -2: • Added Westfield Landlord notes Sheet A -3: • Revised storefront millwork- per landlord request • Revised glazing shoe to 4" Sheet A-4: • Revised mall tile to lease line- per landlord request • Revised glazing shoe to 4" Sheet A -5: • Revised restroom dimension (15/A -5) and added vertical grab bar( keynote 17) per plan check request End of Revision 1- dated 2.27.12 Electrical Revisions under separate cover CORRE TION LTR #..�,_ 1) .1=0.0 RECEIVED MAR 012012 PERMIT CENTER • cry of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 17, 2012 Leslie Lombard Urban Concepts 3701 Wilshire Bl, Suite 414 Los Angeles, CA 90010 RE: Correction Letter #1 Development Permit Application Number D12 -014 National University —152 Southcenter Mall Dear Ms. Lombard, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -014 W:\Peni it Center \Correction Letters\2012\D12 -014 Correction Letter #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 Building Division Review Memo Date: February 16, 2012 Project Name: National University Permit #: D12 -014 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 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The accessible bathroom does not meet code for clearance at the water closet. No other fixtures or obstructions shall be within the required water closet clearance which is 60 inches wide and 56 inches deep. It appears the sink encroaches within that space. Revise all accessible plan details and floor plans to meet current codes for accessibility elements clearances. (2003 ANSI 604.3.2) 2. Show an 18" vertical grab bar in addition to other grab bars for the accessible toilet stall on all barrier free plan details for the bathroom. (2003 ANSI 604.5.1) 3. Some floor plans show plan scale as 3/32 inch and 1/4 inch where apparently they should read 3/16 inch to 1 foot. To assist in the plan review process, please correct plan scales for clarity and consistency with the correct scale for revised plans. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • City of O, Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 7, 2012 Leslie Lombard Urban Concepts 3701 Wilshire BI, Suite 414 Los Angeles CA 90010 Re: National University Building Permit D12 -014 152 Southcenter Mall Dear Ms. Lombard, Your request for permit application plan check to continue without a response to Incomplete Letter #1 has been denied. You will need to respond to the Incomplete Letter that was mailed to you before we can proceed with a review of your permit application. I have included another copy of the Incomplete Letter #1 and a Revision Submittal form that were previously mailed to you for your convenience. Sincerely, C Bill Rambo Permit technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 UrbanConcepts Bill Christopher RECEIVED Principal FEB 0 -6 20121 COMMUteyY DEVELo February 3, 2012 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • 3701 Wilshire Blvd Suite 414 Los Angeles, CA 90010 595 Piedmont Ave, N.E. Suite 320 -186 Atlanta, GA 30308 Re: Incomplete Letter #1 Development Permit Application D12 -014 National University —152 Southcenter Mall tel 323 - 966 -2610 fax 213 -388 -1678 tel 770 -413 -5875 fax 770 -413 -5876 I would like for the plan check process to continue and address the items that are being requested in the Incomplete Letter, dated January 24, 2012, as plan check corrections. I am requesting that we be allowed to add these items along with the rest of the corrections required from the entire plan check review at the time of resubmittal. All of the outdated codes shown on the plans will be corrected to the current codes adopted by the City as listed in the Incomplete memo. Thank you for your consideration to this matter. Leslie Lombard Urban Concepts Applicant cc: File ZONING ENTITLEMENT COMMUNITY RELATIONS LAND USE PLANNING URBAN DESIGN ARCHITECTURE DUE DILIGENCE • City of Tukwila Jim Haggerton, Mayor r4 Department of Community Development Jack Pace, Director ___.) January 25, 2012 Leslie Lombard 3701 Wilshire Blvd, Ste 414 Los Angeles, CA 90010 RE: Incomplete Letter #1 Development Permit Application D12 -014 National University —152 Southcenter Mall • Dear Ms. Lombard, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 23, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following deparknent(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted 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, Enclosures File: D12 -014 W:\Permit Center \Incomplete Letters\2012\D12 -014 Incomplete Ltr # 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 Determination of Completeness Memo Date: January 24, 2012 Project Name: National University Permit #: D12 -014 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. Plan building codes refer to incorrect or outdated codes. As of July 1 2010 City of Tukwila requires all plan designs with notes to comply with the new adopted 2009 International Building codes. Please review plan sheets and revise plan notes to indicate plans show compliance with the following codes: 2009 International Building codes (IBC) 2009 International Residential codes (IRC) 2009 Uniform Plumbing codes (UPC) 2009 International Mechanical codes (IMC) 2008 National Electrical codes (NEC) 2006 Washington State Energy codes (WSEC) 2006 Washington State Ventilation and Indoor Air Quality code (WSVIAQ) 2003 ANSI (barrier free codes) All codes shall meet 2009 Washington State code amendments. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • CU COP) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -014 DATE: 03 -01 -12 PROJECT NAME: NATIONAL UNIVERSITY SITE ADDRESS: 152 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: �u Idinision Public Works n Fire Prevention n Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03 -06 -12 Not Applicable n 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 REVIEWER'S INITIALS: nNo further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -03 -12 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 *PERMIT COORD COP`S_ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -014 DATE: 02/10/12 PROJECT NAME: NATIONAL UNIVERSITY SITE ADDRESS: 152 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPA TMENTS: ision Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Nr Incomplete DUE DATE: 02/14/12 Not Applicable 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 REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/13/12 Approved Approved with Conditions Not Approved (attach comments) ar Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: viL Documents /routing slip.doc 2 -28 -02 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -014 DATE: 01 -23 -12 PROJECT NAME: NATIONAL UNIVERSITY SITE ADDRESS: 152 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued D PA TM O' lj wilding Divi ion 01. • j2 Public Works C. VP■ 71— ° Fire Prevention Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01 -24 -12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: 0 1— LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 1:1 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-21 -12 Approved n 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 of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa., etc. Date: -2i 21 / 12 Plan Check/Permit Number: PI 2 - 00. . Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: NIA aV1c.j UKivc..s ► Project Address: l52 Sou -Kccu ■&c Syk�c G 12 Contact Person: Le5l i t L 0 w64.-oi Phone Number: 3 Z3 -q b 1, - 1 Q Summary of Revision: a-ot u i0- 04‘4,64 2 -2$ -12 . Sheet Number(s):T -1, 4- 1 , A-Z,,4 -3t 14Ety EKED IWIIA MAR 012012 PERMIT CENTER "Cloud" or hiehli,'ht all areas of revision includine date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Applications\ Forma - Applications On Line 2010 AppIicatmns \7 -2010- Rcvismn Subnuttaldoc Revised. May 2011 CitAf 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 J Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: g /(' % oZ Plan Check/Permit Number: a 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: / etid (0 vie — SPA. 15 a notkv ii i��ti Ti Project Address: 15 a. Soo nGr Contact Person: Les //c- Z./71,4AL rte Phone Number: 3,9 3 -466 - 2, l0 e,/ // 1 Summary of Revision: 'Rim G (k. re. 5ulorn lh'i 1i ttrcir) C opl rS B--e 017714- 5,1 CO2_ ft .2.14_44 <, rp-t'rrAd t S iQlnIfefit ,p.r,r I ncC.)11 t /'G l „r 1411 r PERMIT CENTER Sheet Number(s): 7 "1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit C ter by: 42 Entered in Permits Plus on HMpplieatimiWorms- Applications On Linee2010 Applications 7 -2010 - Revision Submittal.doe Crested: 8-13-2004 Revised: 7 -2010 Contractors or Tradespeople Pr ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEd 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 SUFFOLK CONSTRUCTION CO INC UBI No. 602797878 Phone 6174453500 Status Active Address 65 Allerton St License No. SUFFOCC883KA Suite /Apt. License Type Construction Contractor City Boston Effective Date 4/30/2012 State MA Expiration Date 4/30/2014 Zip 02119 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FISH, JOHN FRANCIS President 04/30/2012 GORMAN, JOHN PHILLIP Secretary 04/30/2012 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 Fidelity & Deposit Co of MD 09085182 04/12/2012 Until Cancelled $12,000.00 04/30/2012 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 1 National Union Fire Ins of PA g14871146 08/31/2011 08/31/2012 $2,000,000.00 04/30/2012 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 05/03/2012 NATIONAL UNIVERSITY WESTFIELD SOUTHCENTER LEVEL ONE SPACE #612 TENANT IMPROVEMENT PACKAGE PLAN CHECK SUBMITTAL- 12.16.11 PLAN CHECK AND LL RE-SUBMITTAL- 2.27.12 space r j stt 5580 Warble La jolla, Califorrik. ph: 619.977.7152 fx: 619.342.4060 e: jjorgo@san.rr.com REVIEWED FOR CODE COMPLIANCE APPROVED MAR 07 2012 kT \Ai& City of ruicwila BUILDING DIVISION SYMBOLS PROJECT TEAM BUILDING DEPARTMENT NOTES LANDLORD: GRIDLINE DETAIL NUMBER SHEET NUMBER WESTFIELD, LLC 11601 WILSHIRE BLVD- 1 I TH FLOOR LOS ANGELES, CA 90025 CONTACT- SCOTT PRIESTER C :323-578-3849 OBTAIN SEPARATE APPROVAL AND PERMITS FOR INSTALLATION OF SIGNS. DETAILED SCOPE OF WORK SHEET INDEX TENANT IMPROVEMENT OF EXISTING RETAIL SPACE TO CHANGE IN USE FROM RETAIL TO OFFICE TENANT IMPROVEMENT TO INCLUDE NEW STOREFRONT, NEW NON-LOAD BEARING INTERIOR WALLS AND DOORS. NEW HVAC, PLUMBING AND ELECTRICAL PER PLAN SECTION NUMBER SHEET NUMBER TENANT: DOOR TYPE WINDOW TYPE KEYNOTE NI ERSITY 3570 AERO CT., SUITE 201 SAN DIEGO, CA 92123 CONTACT: CRAIG CROSBY/ ALAN SMITH PH: (858) 309-3554 GENERAL CONTRACTOR: FOLK ROEL C ELEVATION NUMBER SHEET NUMBER REVISION NUMBER ROOM NUMBER INSIDE CLEAR DIMENSION CENTER TO CENTER DIMENSION ALIGNMENT SYMBOL 18400 VON KARMAN- SUITE 1000 IRVINE, CA 92612 CONTACT: PHIL LEVESQUE PH: (949) 453-9400 FIRE DEPARTMENT NOTES SEPARATE PERMITS 1. AUTOMATIC SPRINKLER PLANS SHALL BE SUBITTED TO THE CITY OF TUKWILA, WA FIRE DEPARTMENT FOR REVIEW AND APPROVAL. DESIGN AND INSTALLATION SHALL CONFORM TO THE NFPA 13 STANDARDS. 2. ANY ADDITION OR MODIFICATION TO AUTOMATIC FIRE DETECTION AND ALARM SYSTEM PLANS SHALL BE SUBMITTED TO CITY OF TUKWILA, WA IRE DEPARTMENT FOR SEPERATE PERMIT AND APPROVAL. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 72 STANDARDS, 2007 WASHINGTON ELECTRICAL CODE, AND STATE FIRE MARSHALL REQUIREMENTS. UTILITY COMPANY DIRECTORY FIRE SPRINKLER SYSTEM (FIRE) 2. FIRE ALARM SYSTEM (FIRE) 3. SIGNAGE (BUILDING) 4. ELECTRICAL 5. MECHANICAL 6. PLUMBING CONTACT MALL MANAGEMENT FOR CONTRACTOR RULES AND REGULATIONS PRIOR TO SUBMITTING BID. MALL REQUIRED SUBCONTRACTORS MUST BE USED PER LANDLORDS TENANT CRITERIA ARCHITECTURAL PLANS T-1 TITLE SHEET - PROJECT DATA, PROJECT INFORMATION T-2 GENERAL NOTES AND SPECIFICATIONS T-3 EXISTING SITE PLAN AND ACCESSIBLE PATH OF TRAVEL D-1 DEMOLITION PLAN AND NOTES A-1 FLOOR PLAN, INTERIOR ELEVATIONS AND NOTES A-2 REFLECTED CEILING PLAN A-3 STOREFRONT ELEVATIONS AND SECTIONS A-4 FINISH PLAN AND SCHEDULE A-5 DETAILS A-6 GLAZING DETAILS ELECTRICAL EF-1 ELECTRICAL FURNITURE COORDINATION E-1 ELECTRICAL LEGEND AND SPECIFICATIONS E-2 SINGLE LINE DIAGRAM AND SCHEDULES E-3 ELECTRICAL PLANS AND DETAILS ARCHITECT 0 RE RD. URBAN CONCEPTS 8383 WILSHIRE BLVD., SUITE 300 BEVERLY HILLS, CA 90211 CONTACT: WILLIAM R. CHRISTOPHER PH: (323) 966-2610 x119 FX:: (323) 966-5801 INTERIOR DESIGN AND SPACE PLANNER: J STUDIO 5580 WARBLER WAY LA JOLLA CA. 92037 CONTACT: JENNIFER JORGENSEN PH: (619) 977-7152 FX: (858) 456-0605 MECHANICAL & PLUMBING ENGINEER: JAMES MANN & ASSOCIATES 11413 PINEHURST DRIVE- SUITE 100 LAKESIDE, CA 92040 CONTACT: JIM MANN, P.E. PH: (619) 561-9950 FX: (619) 561-9940 GAS SERVICE PUGET SOUND ENERGY PO BOX 90868 BELLEVUE, WA 98009 TELEPHONE COMPANY TBD ANY MODIFICATIONS TO THE FIRE ALARM SYSTEM MUST BE CONTRACTED WITH MALL SUBCONTRACTOR.. THE FIRE ALARM SYSTEM MUST MEET THE REQUIREMENTS OF THE NEW FIRE ALARM SYSTEM BEING INSTALLED MECHANICAL M-1 HVAC LEGEND, NOTES AND SCHEDULE M-2 HVAC PARTIAL FIRST LEVEL FLOOR PLAN M-3 HVAC DETAILS AND SPECIFICATIONS VICINITY MAP PLUMBING P-1 PLUMBING LEGEND, NOTES AND SCHEDULE P-2 PLUMBING PARTIAL FIRST LEVEL FLOOR PLAN P-3 PLUMBING SPECIFICATIONS FILE COPY Permit No.:b 0 I LI Ph n rnview approval is object arms and onisskst al of construction documents does not authorize lir 'Allan of any adopted code or onSmance. Rees o twroved Reid Copy and conditions is acknowledged: ABBREVIATIONS ELECTRICAL ENGINEER: ADJ AFF BLDG. BLDG STD CL CLG. CLR CPT COL DF DN DTL DW EA ELEC EQ. EXIST FF F CLG FE F.O.C. F.O.S. F.O.M. F.O.W. F.S. GYP BD HR. HT. MECH. MTL. N.I.C. N.T.S. Q.C. OPP. RM. SIM. TYP. W/ W.C. U.N.O. V.C.T. AT ADJUSTABLE ABOVE FINISH FLOOR BUILDING BUILDING STANDARD CENTER LINE CEILING CLEAR CARPET COLUMN DRINKING FOUNTAIN DOWN DETAIL DISHWASHER EACH ELECTRICAL EQUAL EXISTING FINISH FLOOR FINISH CEILING FIRE EXTINGUISHER FACE OF COLUMN FACE OF STUDS FACE OF MULLION FACE OF WALL FIRE SPRINKLER GYPSUM BOARD HOUR HEIGHT MECHANICAL METAL NOT IN CONTRACT NOT IN SCALE ON CENTER OPPOSITE ROOM SIMILAR TYPICAL WITH WALL COVERING RIZZA ENGINEERING, INC. 12463 RANCHO BERNARDO ROAD- SUITE #538 SAN DIEGO, CA. 92128 CONTACT: ROBERT AARSLEFF PH: (858) 449-5732 AUDIO/ VISUAL DESIGNER: TBD PERMIT PROCESSING: URBAN CONCEPTS 8383 WILSHIRE BLVD., SUITE 300 BEVERLY HILLS, CA 90211 CONTACT: LESLIE LOMBARD PH: (323) 966-2610 FX:: (323) 966-5801 FURNITURE: BKM OFFICEWORKS 9201 SPECTRUM CENTER BLVD.- STE. 100 SAN DIEGO, CA 92123 CONTACT: MIKE CANNON/JENNIFER GANDY .PH: (858) 569-4759 FX: (858) 277-8931 BUILDING CODE: ALL CODES ARE TO INCLUDE 2009 WASHINGTON STATE AMMENDMENTS INCLUDING BUT NOT LIMITED TO EFFECTIVE DATE: THE FOLLOWING PARTS: 2009 INTERNATION BUILDING CODE (IBC) 2009 INTERNATIONAL FIRE CODE (IFC) 2009 UNIFORM MECHANICAL CODE (UMC) 2009 UNIFORM PLUMBING CODE (UPC) 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQC) 2008 NATIONAL ELECTRIC CODE (NEC) 2006 WASHINGTON STATE ENERGY CODE 2003 BARRIER FREE- REQUIREMENTS FOR BARRIER-FREE DESIGN ACCESS INCLUDING ICC/ ANSI A I 17.1 No changes shall be made to the scope of work without prior approval of Tukwila Building Division. 11017: Revisions will require a new plan submittal and may include adchtional plan review fee& I. TENANT IS REQUIRED TO COMPLETE SURVEY OF ENTIRE PREMISES PRIOR TO COMPLETION OF CONSTRUCTION DOCUMENTS. ANY VARIANCE BETWEEN THESE APPROVED DRAWINGS AND ACTUAL SITE CONDITIONS WILL BE THE TENANT RESPONSIBILITY. (/) w z z 0 2. ALL BIDDERS ARE TO CONTACT MALL MANAGEMENT FOR COPIES OF RULES AND REGULATIONS AND LANDLORD REQUIRED CONTRACTORS. 3. TENANT CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING WITH MALL OPERATIONS AND HAVE ALL REQUIRED DOCUMENTS, PERMITS, AND COPIES OF WESTFIELD APPROVED DRAWINGS. 4. SIGN AND MATERIALS FINISH BOARD REQUIRED TO BE SUBMITTED TO LANDLORD FOR APPROVAL PRIOR TO CONSTRUCTION. *ALL PARTS SHALL INCLUDE THE SUPPLEMENTS PUBLISHED IN THE INTERVENING YEARS. LOCAL JURISDICTION: CITY OF SEATTLE MUNICPAL CODE AND ALL CITY, COUNTY, OR CITY AND COUNTY STANDARDS AS FILED WITH THE CALIFORNIA BUILDING STANDARDS COMMISSION. SITE ADDRESS: NORTH L V L , SPACE #612 SEATTLE, WASHINGTON 98188 MISCELLANEOUS REQUIREMENTS 152 SOUTHCENTER ALL L L , SPACE #612 SEATTLE, WASHINGTON 98188 KEY PLAN GROSS LEADING PREMISES: CONSTRUCTION TYPE: OCCUPANCY TYPE: OCCUPANT LOAD CALCULATIONS: NUMBER OF STORIES: EXIT REQUIREMENTS: PLUMBING FIXTURE REQUIREMENT 1,944 S.F. TOTAL 1,432 S.F.- OFFICE (100/ 1432= 14) 512 S.F.- BACKROOM STORAGE (512/ 300= 2) TYPE I -NON COMBUST. FULLY SPRINKLERED B (OFFICE) TOTAL NUMBER OF OCCUPANTS: 16 TWO ONE EXIT REQUIRED- TVVO EXITS. PROVIDED ONE UNISEX IS REQUIRED AND PROVIDED MUNICIPAL REVIEW: BUILDING DEPARTMENT: CITY OF TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 CONTACT: BRENDA HOLT PH: (206) 431-3670 FIRE DEPARTMENT: TUKWILA FIRE DEPARTMENT 44 ANDOVER PARK EAST TUKWILA, WA 98188 CONTACT: AL METZLER • • • • No interior construction may be attached or fastened to the roof deck, joints bridging, joist cross-bracing, piping, conduit, ductwork or any other non-structural item. • Do not weld, drill, shoot or screw into structural steel or joints. Use of clamps, tie-wire, thru- bolted with washers. Refer to landlord's construction manual for methods of attachment to structure. • Do not use any wood blocking, PVC, plastic, etc. in ceiling plenum or demising wall. RECEIVED MAR 01 2012 • The storefront constructions shall be completely self-supporting. No portion of the stor ePERMIT CENTER shall be suspended from the landlord ceiling, bulkhead, soffit, neutral piers, or roof. General contractor may laterally brace storefront framing back to landlord's existing columns or superstructure above for stability only. • Any attachment to landlord's structure above must be by clamping, wiring or welding to top or bottom chord of bar joist, or to the angle iron spanned there between. No other method of attachment shall be permitted without prior written approval from landlord's tenant coordinator and Center Management. GENERAL NOTES DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL A 2.27.12 PLAN CHECK AND LL RE-SUBMITTAL PROJECT NO: oic_SEATTLE-SOUTHCENTER_1211 UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE 152 SOUTHCENT R AL L L , SPACE #612 SEATTLE, WASHINGTON 98188 TENANT IS REQUIRED TO COMPLETE SURVEY OF ENTIRE PREMISES PRIOR TO COMPLETION OF CONSTRUCTION DOCUMENTS. ANY VARIANCE BETWEEN THESE APPROVED DRAWINGS AND ACTUAL SITE CONDITIONS WILL BE THE TENANT RESPONSIBILITY. CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: ALL BIDDERS ARE TO CONTACT MALL MANAGEMENT FOR COPIES OF RULES AND REGULATIONS AND LANDLORD REQUIRED CONTRACTORS. TENANT CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING WITH MALL OPERATIONS AND HAVE ALL REQUIRED DOCUMENTS, PERMITS, AND COPIES OF LANDLORD APPROVED DRAWINGS. SIGNAGE SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED TO LANDLORD FOR APPROVAL PRIOR TO CONSTRUCTION. SHEET TITLE TITLE SHEET SHEET SITE DEVELOPMENT & ACCESSIBLE ENTRANCES, EXITS, &' DOORS ELECTRICAL NOTES GENERAL NOTES BUILDING DEPARTMENT NOTES ROUTE OF TRAVEL NOTE: ACCESSIBLE ROUTE OF TRAVEL IS DEFINED AS "A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR FACILITY THAT CAN BE NEGOTIATED BYA PERSON WITH A DISABILITY USING A WHEELCHAIR AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES, AND THAT ALSO IS CONSISTENT WITH THE DEFINITION OF 'PATH OF TRAVEL' IN SECTIONS 202 AND 1 102B. 1. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. (SEC 1 127B.1) 2. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCES THEY SERVE. WHEN MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. (SEC 1 1 14B.1.2) 3. WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A SITE, ACCESSIBLE ROUTES OF TRAVEL COMPLYING WITH SECTION 1 114B.1.2. SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. (SEC 1 127B.1) 4. THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FACILITIES, AND THE ACCESSIBLE ENTRANCE TO THE SITE, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDING WITH THE ROUTE FOR THE GENERAL PUBLIC." (SEC 1 114B.1.2 AND 1 127B.1) 5. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION WHERE THE ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR CIRCULATION PATH ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, ENTRANCE, OR FACILITY THERE SHALL BE A SIGN DISPLYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH SECTIONS 1 1 17B.5.1, ITEM 2 AND 1 1 17B.5.8.1. WALKS & SIDEWALKS: SECT. 1133B.7 A. ENTRANCES, EXITS & DOORS: 1. ALL ELECTRICAL WORK SHALL COMPLY WITH 2007 CEC AND CBC 1. ALL WORK SHALL CONFORM TO INTERNATIONAL BUILDING CODE EDITION AND ALL AMENDMENTS THERETO BY THE LOCAL AUTHORITIES. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. 3. ALL PLANS USE A GRID SYSTEM FOR LOCATION OF CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. 4. THE CONTRACTOR, SUBCONTRACTORS AND MATERIAL SUPPLIERS SHALL REFER TO THE DRAWINGS, SCHEDULES AND SPECIFICATIONS AS A WHOLE WHEN DETERMINING THE CONSTRUCTION REQUIREMENTS FOR THIS PROJECT. VERIFY WITH ARCHITECT WHETHER THESE NOTES OR SPECIFIC NOTES ON DRAWINGS SHALL TAKE PRECEDENCE IN CASE OF CONFLICT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL GOVERN. DO NOT SCALE DRAWINGS, UNLESS DIRECTED BY ARCHITECT. 5. VERIFY EXACT LOCATIONS AND SIZES OF HOLES IN FLOOR, WALLS, AND ROOF FOR PLUMBING, AND ELECTRICAL WITH RESPECTIVE CONTRACTORS AND SUB - CONTRAACC TOO AND 6. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON DRAWINGS. VERIFY WITH ARCHITECT. 7. THE UNDERGROUND SERVICES AND UTILITIES SHOWN ON THE DRAWINGS AVAILABLE INFORMATION, HOWEVER, EXACT LOCATIONS FOR REFLECT BEST AVAILABLE EACH SHALL BE VERIFIED IN FIELD BY CONTRACTOR. BEFORE EXCAVATING, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING, OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. IN ADDITION, THE CONTRACTOR SHALL VERIFY THE ACTUAL STATIC WATER PRESSURE AT THE PROPERTY LINE AND REPORT THE FINDINGS IN WRITING TO THE ARCHITECT AND MECHANICAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING AND COORDINATION. ALL DRAWINGS HAVE BEEN DRAWN TO SCALE AS INDICATED UNLESS OTHERWISE SHOWN, HOWEVER, MECHANICAL, FIRE PROTECTION AND ELECTRICAL SYSTEMS MAY BE OF SCHEMATIC LAYOUT. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ROUGH -IN AND FINISH INSTALLATIONS OF AND VERIFICATION OF NON- INTERFERENCE BETWEEN ALL SYSTEMS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND MAINTENANCE OF ALL SAFETY DEVICES INCLUDING SHORING AND BRACING THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH -' CURRENT FEDERAL, STATE, AND LOCAL SAFETY AND HEALTH STANDARDS, LAWS, ORDINANCES AND REGULATIONS. 10. WHEN A DETAIL IS IDENTIFIED AS TYPICAL THE CONTRACTOR IS TO APPLY THIS DETAIL IN ESTIMATING AND CONSTRUCTION - REGARDLESS OF IT'S REFERENCE IN EVERY INSTANCE. 11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT ENGINEER OF ANY SITE CONDITIONS NOT REFLECTED ON THE WORKING DRAWINGS OR DIFFERENT FROM THE MAXIMUM OR MINIMUM DIMENSIONS INDICATED. INCLUDING CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND WATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC. 12. IN GENERAL, FLOOR DRAINS SHOWN ON DRAWINGS SHALL BE SET FLUSH TO ADJACENT FINISH FLOOR, UNLESS OTHERWISE NOTED ON DRAWINGS. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL AREAS ON THE PROJECT WHICH REQUIRE TOLERANCES BETWEEN ROUGH OPENINGS AND/ OR FINISH MATERIALS AND PROVIDE FOR THE PROPER TOLERANCES TO COMPLETE THE CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 14. ALL DRAWINGS, SCHEDULES AND SPECIFICATIONS IN THE BID PACKAGE ARE TO BE CONSIDERED EQUAL PARTS OF THIS CONTRACT PACKAGE. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS, SCHEDULES AND SPECIFICATIONS, INCLUDING CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL. ALL DISCREPANCIES, OMISSIONS OR ERRORS THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO THE SUBMISSION OF BIDS SO THAT A CLARIFICATION MAY BE ISSUED. 15. ANY WORK PERFORMED IN CONFLICT WITH ANY PART OF THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 16. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHER TRADES. SUBCONTRACTORS SHALL VERIFY THAT ANY WORK RELATED TO THEM, WHICH, MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. 17. BRACING AND TEMPORARY SUPPORT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PROVIDED AS REQUIRED TO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL LOADS THAT MAY DURING ERECTION AND UNTIL SUBSEQUENT CONSTRUCTION IS ADEQUATE TO REPLACE TEMPORARY BRACING. 18. ICBO REPORT NUMBERS WHERE SHOWN ON DRAWINGS AND IN THE SPECIFICATIONS ARE SHOWN ONLY TO INDICATE THE APPROVED REQUIREMENTS BY THE LOCAL BUILDING DEPARTMENT. OTHER PRODUCTS WITH APPROVED ICBO REPORT NUMBER MAY BE USED, IF SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. 19. THE DRAWINGS AND SPECIFICATIONS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE DESIGN CONCEPT, DIMENSIONAL PROFILES, MAJOR ELEMENTS, AND MATERIALS. THE DRAWINGS AND SPECIFICATIONS DO NOT - NECESSARILY INDICATE OR DESCRIBE ALL OF THE CONSTRUCTION REQUIRED FOR THE FULL COMPLETION OF THE WORK. THE CM / GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL ADJUST THEIR COST ESTIMATES, AND ASSOCIATED CONTINGENCIES, SO AS TO FURNISH ALL ITEMS AND LABOR REQUIRED FOR THE FULL COMPLETION OF THE WORK, AS REASONABLY INFERABLE FROM THE DOCUMENTS HEREIN. GENERAL: 8. THE NOTE: FOR THE PURPOSE OF TITLE 24, THE USE OF THE TERM EXIT DOOR IN SECTION 1004 APPLIES TO ALL DOORS THAT PROVIDE ACCESS, THAT IS, ENTRANCES, PASSAGE DOORS, ETC. 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. (SEC 1133B.1.1.1.1) 2. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR PERSONS WITH DISABILITIES. (SEC 1 133.8.2.3.3) 3. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. (SEC 1 133B.1.1.1.2) 4. ALL GATES, INCLUDING TICKET GATES, SHALL MEET ALL APPLICABLE ACCESSIBILITY SPECIFICATIONS OF DOORS. (SEC 1 133.B.1.1.4) 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (SEC 1 133B.2.5.2) 6. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" (762 MM) AND 44" (1 1 18 MM) ABOVE THE FLOOR. (SEC 1 133B.2.5.2) 7. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' -0" (914 MM) IN WIDTH AND NOT LESS THAN 6-8" (2032 MM) IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THE THAN 32" (813 MM) MEASURED BETWEEN THE FACE OF DOOR AND THE OPPOSITE STOP (FIG. 1 1 B -5B). (SEC 1 133B.2.2) 8. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" (813 MM) WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (SEC 1 1338.2.3.1) : T OR IS UTILIZED TO OPERATE A 9. WHEN AN AUTOMATIC DOOR OPERATOR PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" (813 MM) WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (SEC 1 1338.2.3.2) 10. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURES 11B-26A AND 11B-26B. ES THE FLOOR LEVEL E GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. (SEC 1 133B.2.4.2) 11. THERE SHALL BE A LEVEL AND CLEAR FLOOR OF LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" (1524 MM) AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" (1 2 19 MM) AS MEASURED AT RIGHT ANGLE TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEC 1133B.2.4.2) REFER TO FIG. 11B-26A & 11B-26B. ( ) 12. WHERE THE DOOR OPENS INTO A STAIR OF A SMOKE -PROOF ENCLOSURE,THE LANDING NEED NOT HAVE A LENGTH OF 60 ". 13. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" (610 MM) PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND A MINIMUM OF 18" (457 MM) PAST THE STRIKE EDGE FOR INTERIOR DOORS. ADDITIONAL 12" IS REQUIRED AT THE PUSH SIDE, IF DOOR IS EQUIPPED WITH BOTH LATCH AND CLOSER. (SEC 1133B.2.4.3) 14. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" (12.7 MM) LOWER THAN THE THRESHOLD OF THE DOORWAY. (SEC 1 1 133B.2.4.1) 15. IN EXISTING STAIRWAYS WHERE THERE IS NO LANDING, DOORS SHALL BE CONSPICUOUSLY MARKED WITH A SIGN STATING, "DANGER! STAIRWAY -NO LANDING" OR EQUIVALENT WORDING AND THERE SHALL BE ADEQUATE ILLUMINATION. 16. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48" (1219 MM) OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. SEE FIGURES 11B-30 & 1 1 B -31 FOR DESIGN ALTERNATIVES. (SEC 1 133B.2.4.4) 17. THE BOTTOM 10" (254 MM) OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" (254 MM) HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. (SEC .1133B.2.6) 18. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. 19. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS, AND 5 POUNDS FOR INTERIOR ED AT RIGHT P DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. (SEC 1 133B.2.5) 20. WHERE TURNSTILES ARE UTILIZED IN A FACILITY FOR THE PURPOSE OF PROVIDING FULLY CONTROLLED ACCESS, SUCH AS WHERE AN gDMISSION PRICE IS CHARGED, A DOOR OR GATE THAT IS ACCESSIBLE TO PERSONS WITH DISABILITIES SHALL BE PROVIDED ADJACENT TO EACH TURNSTILE EXIT OR ENTRANCE. THIS ALTERNATE PASSAGEWAY SHALL BE MAINTAINED IN UNLOCKED CONDITION DURING BUSINESS HOURS AND THE DOOR OR GATE SHALL NOT ACTIVATE A PUBLICLY AUDIBLE ALARM SYSTEM. WHERE POSTS, RAILS, OR OTHER PEDESTRIAN CONTROLS ARE UTILIZED, THEY SHALL PROVIDE 32" (813 MM) OF CLEAR OPENING. (SEC 1 133B.2.3.4) 21. IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED TO SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" (75 MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. (SEC 1 133B2.5.1) 1. THE CONSTRUCTION. REMODEL OR DEMOLITION OF A BUILDING SHALL COMPLY WITH INTERNATIONAL BUILDING CODE 2. INTERIOR FINISHES SHALL COMPLY WITH CODES AS FOLLOWS, I.B.C. CHAPTER 8. INTERIOR WALL AND CEILING FINISH FLAME - SPREAD RATING SHALL BE AS REQUIRED BY CHAPTER THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH I.B.C. TABLE 25 -G EXCEPT WHERE MODIFIED BY THE FIRE RESISTIVE CONSTRUCTION MEETING THE REQUIREMENTS OF SECTION 703.2. 3. OPENINGS IN FIRE- RESISTIVE ASSEMBLIES SHALL BE PROTECTED PER REQUIREMENTS OF INTERNATIONAL BUILDING CODE. 4. A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION MUST BE COMPLETED & SUBMITTED TO THE FIELD INSPECTION DIVISION. 5. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION. • • - - o0 MECHANICAL NOTES NOTE: ALL MECHANICAL/ PLUMBING WORK SHALL COMPLYWORK SHALL WITH 2007 CMC, CPC AND CBC 1. LAVATORY FAUCETS IN RESTROOMS OF COMMERCIAL PROJECTS SHALL BE THE SELF CLOSING TYPE. 2. SHOWERS AND TUB /SHOWER COMBINATIONS SHALL BE PROVIDED WITH MIXING VALVES PER CPC 3. EACH FAUCET SHALL NOT EXCEED A WATER FLOW RATE OF 2.2 GPM. 4. EACH SHOWERHEAD SHALL NOT EXCEED A WATER FLOW RATE OF 2.5 GPIV. 5. EACH TOILET SHALL BE THE ULTRA LOW FLUSH TYPE. 6. EACH URINAL SHALL HAVE A WATER CONSUMPTION OF NOT MORE THAN 1 GALLON PER FLUSH. 7. VACUUM BREAKERS SHALL BE PROVIDED AT ALL HOSE BIBBS. 8. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS . 9. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARDS PER ENERGY EFFICIENCY STANDARDS 10. DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER ENERGY EFFICIENCY STANDARDS 11. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF ENERGY EFFICIENCY STANDARDS CMC TABLE AS APPLICABLE. -? 2. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS OF ENERGY EFFICIENCY STANDARDS 13. ALL HVAC EQUIPMENT AND API LIANCES SHALL MEET THE REQUIREMENTS OF ENERGY APPLIANCES ENERGY EFFICIENCY STANDARDS 14. SERVICE WATER HEATING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ENERGY EFFICIENCY STANDARDS . 15. SWIMMING POOL AND SPA HEATING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ENERGY EFFICIENCY STANDARDS 16. SMOKE DETECTORS SHALL BE PROVIDED AT SUPPLY AIR DUCTS OF AIR MOVING SYSTEMS EXCEEDING 2000 CFM PER CMC 17. PERMANENT LADDER ACCESS TO ROOF MOUNTED EQUIPMENT SHALL COMPLY WITH LADDER/ ACCESS CMC 18. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH CPC 19. ALL SANITARY SYSTEM, MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 20. CHEMICAL WASTE PIPING SHALL COMPLY WITH CPC 21. ALL STORAGE WATER HEATING EQUIPMENT SHALL BE PROVIDED WITH AN APPROVED, LISTED EXPANSION TANK OR OTHER DEVICE DESIGNED FOR INTERMITTENT OPERATION FOR THERMAL EXPANSION CONTROL PER CPC 22. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT EXCEPT THOSE SPECIFIC ITEMS LISTED IN INFORMATION BULLETIN 103. 23. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENTS DUE TO SEISMIC MOTION PER CPC 24. MATERIALS EXPOSED WITHIN A DUCT OR PLENUM SHALL COMPLY WITH UMC SEC. 601.1.3. 25. CHLORINATED POLYVINYL CHLORIDE (CPVC) SHALL NOT BE USED FOR INTERIOR WATER SUPPLY PIPING PER STATE HEALTH & SAFETY CODES 26. HVAC EQUIPMENT AND WATER HEATERS SHALL COMPLY WITH CMC 27. MEDIUM PRESSURE GAS PIPING SHALL BE LABELED EVERY FIVE FEET. 28. MECHANICAL VENTILATION, WHEN REQUIRED IN RESIDENTIAL BATHROOMS AND LAUNDRY ROOMS AS APPLICABLE PER CBC , SHALL PROVIDE A MINIMUM OF FIVE AIR CHANGES PER HOUR AND BE ROUTED TO THE EXTERIOR. 1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2" (12.7 MM), AND SHALL BE A MINIMUM OF 48" (1 2 19 MM) IN WIDTH. (SEC 1133B.7.1) 2. WALK AND SIDEWALK SURFACES SHALL BE SLIP - RESISTANT AS FOLLOWS: A. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS SLOPE- RESISTANT AS THAT DESCRIBED AS A MEDIUM SEC. 1023.1.1. SALTED FINISH.(SEC 1133B.7.1.1) B. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE SLIP - RESISTANT. (SEC 1 133B.7.1.2) C. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2" � (12.7 MM) DE IN THE DIRECTION OF TRAFIC FLOW. (SEC. 1 1 13B.7.2) W 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" (12.7 MM). WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50 %), EXCEPT THAT LEVEL CHANGES NOT EXCEEG 1/4" (6 MM) MAY -BE VERTICAL. (SEC 1133B.7.4) 4. WHEN CHANGES IN LEVEL GREATER THAN 1/2" (12.7 MM) ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. SEE SECTION 1 1278.5. (SEC 1 1338.7.4) 5. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL (5% GRADIENT) IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1 133B.5. (SEC 1133B.7.3) 6. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" (6 MM) PER FOOT. (SEC. 1 133 B.7.1.3) 7. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60" (1524 MM BY 1524 MM) AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" WIDE BY 44" (1219 MM BY 1 1 18 MM) DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM. THE WALK. (SEC 1133B.7.5) 8. WALKS SHALL EXTEND T MINIMUM OF 24" (610 MM) TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. (SEC 1133B.7.5) REFER TO FIG. 11B-26B 9. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5' -0" (1524 MM) IN LENGTH AT INTERVALS OF AT LEAST EVERY 400' -0" (121 920 MM). (SEC 1 133B.7.6) . ENTRANCES & EXITS: SEC. 1 133B.1 1. ALL ENTRANCES AND ALL EXTERIOR GROUND -LEVEL EXITS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES IN COMPLIANCE WITH SEC. 1 1 18B.1 AND 1 1 18B.2 2. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED,TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. SEC. 1133B.1.1.1.1 CURB RAMPS NOTE: CURB RAMPS SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. BUILT -UP CURB RAMPS SHALL BE CONSTRUCTED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES. THE PREFERRED AND RECOMMENDED LOCATION FOR CURB RAMPS IS IN THE CENTER OF THE CROSSWALK OF EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATE A CURB RAMP IN THE CENTER OF THE CURB RETURN AND THE STREET SURFACES ARE MARKED TO IDENTIFY PEDESTRIAN CROSSWALKS, THE LOWER END OF THE CURB RAMP SHALL TERMINATE WITHIN SUCH CROSSWALK AREAS. (SEC. 1127B.5) REFER TO FIG. 11B-20C CASE E 1. CURB RAMPS SHALL BE A MINIMUM OF 4' -0" (1 2 19 MM) IN WIDTH AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE. (SEC 1 127B.5) 2. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL (8.33% SLOPE). (SEC 1 127B.5) . 3. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMPS, OR ACCESSIBLE ROUTE, SHALL NOT EXCEED 1:20 (5% SLOPE) WITHIN 4' -O" (1219 MM) OF THE TOP AND BOTTOM OF THE CURB RAMP. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL UNITS TO 10 HORIZONTAL (10% SLOPE).(SEC 1 127B.5) 4. A LEVEL LANDING 4' -0" (1219 MM) SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 1 VERTICAL UNIT TO 12 HORIZONTAL (8.33% SLOPE). (SEC 1 127B.5) 5. TRANSITIONS FROM RAMPS TO WALK S, GUTTERS, OR STREET S S HALL BE FLUSH AND FREE OF ABRUPT CHANGES. (SEC 1 127B.5) 6. IF DIAGONAL (CORNER TYPE) CURB RAMPS HAVE RETURNED CURBS OR ( I OTHER WELL - DEFINED EDGES, SUCH EDGES SHALL BE PARALLEL TO THE S, DIRECTION OF PEDESTRIAN FLOW. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE 48" (1219 MM) MINIMUM CLEAR SPACE, FIGURES 1 1 B -22(C) & 1 1 B- 22(D). IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, SHALL ALSO HAVE AT LEAST 24" (610 MM) LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING, FIGURES 1 1 B -22. (SEC 1 127B.5) 7. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12 (305 MM) WIDE AT THE LEVEL OF THE SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3/4 ( 1 9 MM) ON CENTER. (SEC 1 127B.5) 8. A CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH AND DEPTH OF THE CURB RAMP, EXCEPTING THE FLARED SIDES, INSIDE THE GROOVED BORDER. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9' (22.9 MM) AT THE BASE TAPERING TO 0.45' (11.4 MM) AT THE TOP, A HEIGHT OF NOMINAL 0.2" (5.08 MM), AND .CENTER -TO- CENTER SPACING OF NOMINAL 2.35" (59.7MM), IN COMPLIANCE WITH FIGURE 11B-23A. "NOMINAL" AS USED HERE SHALL BE IN ACCORDANCE WITH SECTION 12 -1 IA AND B -102, STATE REFERENCED STANDARDS CODE. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON- LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. THE DOMES MAY BE CONSTRUCTED IN A VARIETY OF METHODS, INCLUDING CAST -IN- PLACE, OR STAMPED, OR MAY BE A PART OF PREFABRICATED SURFACE TREATMENT. (SEC 1 127B.5) 9. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED CARS. (SEC 1127B.5) 10. tHE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL COMPLY WITH SECTION 1 124B, GROUND AND FLOOR SURFACES, AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. (SEC 1 127.8.5) REVIEWED FOR ODE COMPLIANCE APPROVED 0 7 20 City Of Tukwila BUILDING DIVISION C ED '110 RECEIVED t::,I;L..o1L1A JAN 23 2012 PERMIT CENTER space planning + interior design j studio 5580 Warbler Way La jolia, California 92037 ph: 619.977.7152 fx: 619.342A060 e: jjorgo @san.rr.com „ (NI g w 0 >o:i!L !co Z co z o0 w 0<z z of w� 0, 1 20 J r1 0 < § Z z < z 2 z ce w cr) w o (-) 0 Z z w I-' 0 w O -J z CI) Q J D ® Z000uj O1'jC) G H H ,, Ems... E:R yF . MARK DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL PROJECT NO: oic_SEATTLE- SOUTHCENTER 1211 CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: SHEET TITLE GENERAL NOTES AND SPECIFICATIONS SHEET -2 2 OF Z1 st.o, ..a .r� ACCESSIBLE BUILDING ENTRANCE FROM HANDICAPP PARKING RECEIVED JAN 232012 PERMIT CENTER THE AREA OF RENOVATION, MUST COMPLY WITH SEC. I 1 348.2 THE PRIMARY ENTRANCE TO THE BUILDING AND THE PRIMARY PATH OF TRAVEL TO AREA OF ALTERATION MUST COMPLY WITH SEC 1134D.2. I . space planning + interior design j studio 5580 Warbler Way La jolia, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com >-• tit w z J z 0 Z N w U a w z w 0 Z 0 F- 0 LL Z W Z J Z 0 1 MARK DATE DESCRIPTION PLAN CHECK SUBMITTAL PROJECT NO: oic SEATTLE- SOUTHCENTER 1211 CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: SHEET TITLE EXISTING SITE PLAN o T -3 SB EE 3 OF 24 GENERAL NOTES DEMOLITION PLAN LEGEND 1. CONTRACTOR TO COORDINATE WITH BUILDING OWNER SAFE OFF OF UTILTIES AND THEIR CONNECTION TO THE BUILDING SECURITY SYSTEM. 2. CONTRACTOR TO VERIFY WITH OWNER FOR REMOVAL AND DISPOSAL OF ALL REMAINING EQUIPMENT AND FURNITURE. 3. CONTRACTOR TO PROVIDE 2 WEEKS NOTICE PRIOR TO ANY POWER OR HVAC SHUT - DOWNS. 4. CONTRACTOR TO PROVIDE SAFE MEANS OF EGRESS FOR ALL OCCUPIED AREAS IN BUILDING DURING DEMOLITION PER ALL APPLICABLE OSHA AND ADA RESTRICTIONS AND STANDARDS. 5. COORDINATE WITH ELECTRICAL CONSULTANT FOR COORDINATION OF ALL ELECTRICAL DEMOLITION WORK 6. COORDINATE WITH MECHANICAL CONSULTANT FOR COORDINATION OF ALL MECHANICAL DEMOLITION WORK 7. ALL DIMENSIONS SHOWN ARE TO FACE OF FINISH 8. LANDLORD SHALL PROVIDE A LOCATION FOR TRASH RECEPTACLES PROVIDED BY TENANT AND TEMPORARY TOILTES FOR USE DURING TENANTS WORK. CONTRACTOR SHALL REMOVE ALL OF ITS TRASH AND DEBRIS AND PROPOERLY DEPOSIT SAME IN THE DESIGNATED TENANT TRASH RECEPTACLES. 9. CONTRACTOR TO CONFIRM WITH LANDLORD PRIOR TO BID RESPONSIBILTIY OF BARRICADE CONSTRUCTION DEMOLITION PLAN KEYNOTES EXISTING CONSTRUCTION TO BE REMOVED WALLS & DOORS TO BE REMOVED. REMOVE FLOOR COVERING, WALL COVERING & MILLWORK. STUB OUT ELECTRICAL AND PLUMBING. EXISTING CONSTRUCTION TO REMAIN NOTE: 1. VERIFY EXISTING WALLS TO BE DEMOLISHED ON SITE. 4' -2" -/ DEMOLITION BARRICADE ELEVATION 24' -6" � 5.. / 4'-2" 16i_O' SCALE: 1/8" = C ) SERVICE CORRIDOR EXISTING TELCO� DEMO EXIST. 1P TALL BASE BOTH SIDES IN FRONT OF HOUSEN fi F =7 DEMOLITION PLAN t EXIST. DOUBLE LAYER GYP. BD. BOTH DEMISING WALLS- SKIM TO LEVEL 5- NO C1 WALL TYPE • C J ADJ. TENANT UNE OF MALL STUCCO FASCIA, 6 1X 10. BEAM 13,01 AFF-- ADJ. TENANT 1. REMOVE EXISTING PARTITION WALL. 2. NOT USED 3. DEMO EXISTING CARPET/ AND OR TILE AND WALL BASE. LEVEL AND PREPARE FLOOR AS REQUIRED FOR NEW FLOORING PER FINISH PLAN. 4. EXISTING SUSPENDED GPDW CEILING, SOFFITS AND LAY -IN CEILING TO BE DEMOLISHED ENTIRELY 5. EXISTING STOREFRONT TUBE STEEL, COLUMN WRAP DOORS AND GLAZING TO BE DEMOLISHED 6. REMOVE EXISTING LUMINAIRES, SWITCHES AND CONTROLS. REMOVE WIRING AND CONDUIT BACK TO SERVING PANELBOARD 7. REMOVE EXISTING THERMOSTAT. SAVE THERMOSTAT WIRING TO BE RECONNECTED TO NEW THERMOSTAT AT NEW LOCATION. 8. EXISTING DOOR TO BE DEMOLISHED 9. EXISTING ELECTRICAL PANEL DISCONNECT SWITCH, TRANSFORMER AND PANELBOARD TO REMAIN. REMOVE EXISTING TIMECLOCK. 10. CONTRACTOR TO CONFIRM EXTENT OF MALL TILE DEMO / REPLACEMENT REQUIRED AT STOREFRONT. REFER TO TENANT CRITERIA FOR GUIDELINES 11. NOT USED 12. NEW CONSTRUCTION .BARRICADE BY GC - CONFIRM WITH LL REQUIREMENTS 13: REMOVE EXISTING WALL MOLDINGS, SLATWALL AND WALL COVERING. 1 4. DEMO ALL EXISTING HVAC DIFFUSERS AND ASSOCIATED BRANCH DUCTWORK BACK TO THE EXISTING MAIN DUCTWORK. SEE MECHANICAL PLANS FOR NEW DUCTWORK AND DIFFUSER LAYOUT. 15. DEMO EXISTING TEL/ DATA AND SECURITY BACK TO POC. COORDINATE RE -ROUTE WITH ELECTRICAL. 16. DEMOLISH EXIST. GYP. BD. STUDS TO REMAIN 17. CONTRACTOR TO DEMO EXISTING RESTROOM FLOORING AND PREP FLOOR FOR NEW WP MEMBRANE 18. EXISTING STRUCTURAL FRAMING TO BE CONFIRMED FOR RE -USE 19. EXISTING MILLWORK TO BE REMOVED. 20. EXISTING STRUCTURAL COLUMN TO REMAIN, DEMO EXISTING FURRING PER PLAN 21. EXISTING FIRE SPRINKLERS TO REMAIN- CAP FOR RE -USE AND COORDINATION WITH NEW CLG / RCP PLAN 22. EXISTING SERVICE CORRIDOR TO REMAIN. 23. REMOVE EXISTING RECEPTACLES AND POWER OUTLETS. REMOVE WIRING AND CONDUIT BACK TO SERVING PANELBOARD, ABANDONED OR IN PLACE CONDUITS IN CONCRETE SLAB OR WALLS 24. EXISTING DOOR TO REMAIN- PROVIDE NEW HARDWARE AS REQUIRED 25. EXISTING WALL TO REMAIN - NEW GYP TO UNDERSIDE OF LL DECK PER REQUIREMENTS MALL 15' -10 1/7 +- TO BOTTOM OF LIGHT COVE bi)..o REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 7 2012 City of Tukwila BUILDING DIVISION SCALE: 3/32" = 1' -0" RECEIVED JAN 232012 PERMIT CENTER space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com >- Wc CO CtW. U Q a. > Cil) Et ' 00 C- 00 00 �- << z ~ W Z W W U J z ' J J 00 0) J <Z 2O OJT Q � 0 2 ct Et W Z Z (i) OIO< L.L Z zjE: .. DLJ U O Z UT) < D CD Z000uj OWcU) may. MARK DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL PROJECT NO: oic SEATTLE- SOUTHCENTER 1211 CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: SHEET TITLE DEMOLITION PLAN D...1 SHEET 3 OF 22 GENERAL NOTES DOOR & WINDOW SCHEDULE FLOOR PLAN LEGEND FLOOR PLAN KEYNOTES DOOR# DOOR SIZE DOOR TYPF RATING DOOR FRAMF DOOR HARDWARE DOOR NOTES 1. ALL DOORS TO BE UNDERCUT WITHIN 1/4° OF FINISHED FLOOR. 2. CONTRACTOR TO VERIFY CLEARANCE OF ALL FULL HEIGHT WALLS ABOVE CEILING. 3. PENETRATIONS IN BEARING WALLS REQUIRED TO BE FIRE -RATED AND IN WALLS REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE FIRE STOPPED. FIRESTOPPING MATERIAL SHALL HAVE AN F OR T RATING AND CONFORM TO CBC STANDARD. 4. MEMBRANE PENETRATIONS IN FIRE -RATED WALLS SHALL BE FIRESTOPPED. NOTE ON THE PLANS. CONFORMANCE TO CBC STANDARD IS REQUIRED. DUCT PENETRATIONS THROUGH PROTECTIVE ELEMENTS FIRE RATED CORRIDORS WALLS SHALL BE FIRE /SMOKE DAMPERS PER CBC 5. MEMBRANE PENETRATIONS IN OPPOSING SIDES SHALL BE OFFSET AT LEAST 24 ". (CBC -2007) 6. PENETRATIONS OF FIRE -RATED FLOORS OR FLOOR- CEILING ASSEMBLIES SHALL BE PROTECTED BY THROUGH PENETRATION FIRE STOPS HAVING AN F OR T RATING. AT THE POINT THEY PENETRATE TO FLOOR OR WHERE THEY ARE LARGER THAN 4" PIPE OR 16 SQ IN IN AREA 7. CEILING OF FIRE REFLECTIVE FLOOR - CEILING ASSEMBLIES SHALL BE PROJECTED COMPLIANCE WITH CBC -2007 8. CONTRACTOR TO VERIFY CONDITION OF ALL EXISTING WALLS AND PRICE REPAIR /REPLACEMENT AS NEEDED. 9. NEW PARTITION ALIGNMENTS WITH COLUMNS,EXISTING WALLS AND MULLIONS TAKE PRIORITY OVER DIMENSIONS. 10. ALL SIGNS REQUIRED PURSUANT TO SECTION 1 1 17B.5 SHALL BE INSTALLED PRIOR TO COMPLETION OF THE PROJECT. 11. ALL FIRE /LIFE SAFETY EQUIP., HOLDOPENS & ENG. DWGS. TO BE PUT OUT TO BID. 12. ALL PYWD. BACKING IS TO BE PRESSURE TREATED/ RATED AS REQUIRED 13. INTERIOR OPENINGS INTO CORRIDORS SHALL BE PROTECTED AS SET FORTH IN SECTION 1005.8.2. DOOR OPENINGS SHALL BE PROTECTED BY 20- MINUTE -RATED SMOKE AND DRAFT CONTROL ASSEMBLIES. OTHER OPENINGS SHALL BE FIXED GLASS SET IN STEEL FRAMES LABELED FOR 3/4 HOUR AS PER CBC AND SHALL NOT EXCEED 25 PERCENT OF THE AREA OF THE COMMON WALL 14. SEE ELECTRICAL FOR SECURITY REQUIREMENTS. 15. PROVIDE MINIMUM 20 GAUGE STUDS FOR FULL HGT. WALLS. WALL STUD GAUGE BASED ON ICBO REPORT NO. 3403. SHOT PINS SHALL BE PER ICBO NO. 1639.LEGEND. 16. ALL WALLS TO BE FULL HEIGHT, U.O.N 17. ALL WALLS TO BE TYPE 'A' U.O.N. RATED WALLS PER LEGEND. 18. ALL PERIMETER WALLS TO RECEIVE 5/8" GYP: BD. FURRING 19. ALL PYWD. BACKING IS TO BE PRESSURE TREATED / RATED AS REQUIRED D-I NEW (PR) 3-0 "W X 10' -0° H (ENTRY) CR LAURENCE -1 /7 GLASS ENTRANCE SYSTEM NR FRAMELESS FLOOR AND OVERHEAD PIVOTS WITH DUSTPROOF KEEPERS FOR THE CLOSED AND OPEN POSITION AT 90 DEGREES CR LAURERNCE #CM 18X 1885 STRAIGHT BACK TO BACK- BRUSHED STAINLESS DOOR HANDLE SEE A -6 SHEETS FOR MORE INFORMATION NEW 3' -2" X 8'- 0 -1 /2" (MANAGER) CR LAURENCE -1/2° LAGUNA SERIES- SLIDING GLASS DOOR SYSTEM NR FRAMELESS BRUSHED STAINLESS -CRL- LAGUNA SERIES THRU GLASS FINGER PULL HANDLE AT DOOR @ +40° A.F.F. - 2--Y2" OFF OF DOOR EDGE SEE DOOR NOTE #13- FOR ADA COMPLIANCE CR LAURERNCE #CM 1OX l OBS STRAIGHT BACK TO BACK- BRUSHED STAINLESS DOOR HANDLE INTEGRATED WITH TRANSOM ABOVE AND SIDELITES. SEE A6 SHEETS FOR MORE INFO. NOT USED GLAZING NOTES NEW 3' -2" X 8'- 0 -1/2" (CONFERENCE) CR LAURENCE -1 /2° LAGUNA SERIES- SLIDING GLASS DOOR SYSTEM NR FRAMELESS BRUSHED STAINLESS -CRL- LAGUNA SERIES THRU GLASS FINGER PULL HANDLE AT DOOR @ +40" A.F.F.- 2 -Y2" OFF OF DOOR EDGE SEE DOOR NOTE # 13- FOR ADA COMPLIANCE CR LAURERNCE #CM 1 OX 1085 STRAIGHT BACK TO BACK- BRUSHED STAINLESS DOOR HANDLE INTEGRATED WITH TRANSOM ABOVE AND SIDELITES. SEE A6 SHEETS FOR MORE INFO. NEW 3-0" X 8' -0" (STOCKRM) STAIN GRADE FLAT CUT BIRCH- WOOD DOOR TO MATCH STEELCASE FURNITURE CONTROL SAMPLE NR TIMELY CHARCOAL FRAME SCHLAGE SERIES L- PASSAGE LOCK FUNCTION WITH SPRING HINGES REF 4/ AND 6: A -5 NEW 3-0" X 8' -0" (RESTROOM) PAINT GRADE DOOR- PAINT P -5 NR TIMELY CHARCOA FRAME _ NEW SCHLAGE L- PRIVACY LOCK FUNCTION NEW ADA SIGNAGE NEW COAT HOOK AT 54" A.F.F. EXISTING 3-0" X 8' -0" (SERVICE COR.) PAINT EXISTING STEEL DOOR PAINT EXISTING FRAME TO MATCH PROJECT TIMELY FRAMES PAINT STOREROOM FASCIA SIDE P -5 PAINT MALL CORRIDOR FACE TO MATCH MALL SPECS INSTALL DOOR BELL +42 A.F.F. & 4 "X4" X 4' S.S. 10 GA. CORNER GUARDS AT MALL CORRIDOR PROVIDE 2" HIGH BLACK VINYL SPACE NUMBER AND NAME ON CORRIDOR SIDE OF DOOR OFFICES F.E.C. 0 EXISTING DEMISING PARTITION NEW INTERIOR WALL PARTITION 3 -5/8 "x25 GA. METAL STUD FRAMING AT 24" O.C. W/ 5/8" TYPE 'X' GYP. BD. EACH SIDE AND R-11 FIBERGLASS INSULATION IN STUD CAVITIES FOR WALL TYPE DOOR TYPE. SEE DETAILS AND DOOR, WINDOW, HARDWARE SCHEDULE. ALL DOORS SHALL BE EQUIPPED WITH LEVER -TYPE HARDWARE IN CONFORMANCE WITH SECTION 1 133B.2.2.4, AND SHALL HAVE A KICK SURFACE IN CONFORMANCE WITH SECTION 1 133B.2.6. WINDOW TYPE. SEE DETAILS AND DOOR, WINDOW, HARDWARE SCHEDULE. ROOM NAME ROOM NUMBER (1) 3A 1 OBC WALL MTD. (NOT TO EXCEED 40 LBS) FIRE EXTINGUISHER IN STOCKROOM- PLACEMENT IN ACCORDANCE WITH IFC- SECTION 906 F.E.C. SEMI - RECESSED FIRE FIRE EXTINGUISHER - (1) 2A 1 OBC (NOT TO EXCEED 40 LBS) IN CABINET AT RETAIL AREA- SEE DETAIL 2/A -5 WALL TYPE LEGEND INTERIOR GLAZING: SIZE TYPE RATING FINISH FRAME NOTES 2' -0" x 7' -0" (ADVISORS) 3' -0-1 2 "W x 10' -0" VERIFY IN FIELD (LOUNGE) I /2" CLEAR, TEMPERED 1/7 CLEAR, TEMPERED GLASS AT INTERIOR_ NR NR # 4- BRUSHED STAINLESS # 4- BRUSHED STAINLESS 1"x1° U- CHANNEL SQUARE 1 -1 /2 "x 1" HEAD CHANNEL 1"x1" U- CHANNEL SQUARE w/ S.S. END CAPS GLAZING SHOE AT BASE w/ S.S. END CAPS GLAZING SHOE AT BASE SEE A6 SHEETS FOR MORE INFO. SEE A6 SHEETS FOR MORE INFO. 1. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BYA MANUFACTURER'S DESIGNATION SEPCIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFTEY GLAZING STANDARD. PER THE CBC 2406, THE FOLLOWING DOORS SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF SAFETY GLAZING ON THIS PROJECT: a. DOOR D 1 AND WINDOW W3- SWINGING AND SLIDING DOORS (INCLUDING THE FIXED PANEL OF THE SLIDING DOOR) b. WINDOW W2- FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 "ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60° ABOVE THE WALKING SURFACE. c. STOREFRONT GLAZING- FIXED OR OPERABLE PANEL WITH THE FOLLOWING: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 S.F. 2. EXPOSED BOTTOM EDGE LESS THAN 18" A.F.F. 3. EXPOSED TOP EDGE GREATER THAN 36" A.F.F. 4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF GLAZING. 3-2-1/2" x 10' -0" VERIFY IN FIELD (LOUNGE) I /2" CLEAR, TEMPERED GLASS AT INTERIOR NR # 4- BRUSHED STAINLESS 1"x1" U- CHANNEL SQUARE w/ S.S. END CAPS- MITERED GLAZING SHOE AT BASE W/ W4 SEE A6 SHEETS FOR MORE INFO. (vv4) 6' -5" x 10' -0" VERIFY IN FIELD (LOUNGE) 1 /2" CLEAR, TEMPERED GLASS AT INTERIOR NR # 4- BRUSHED STAINI FSS 1 °x 1 " U- CHANNEL SQUARE w/ S.S. END CAPS- MITERED GLAZING SHOE AT BASE W/ W3 SEE A6 SHEETS FOR MORE INFO. 6'-1" x 10' -0" VERIFY IN FIELD (COFFEE) 1 /2" CLEAR, TEMPERED GLASS AT INTERIOR NR # 4- BRUSHED STAINLESS 1 "x 1 " U- CHANNEL SQUARE w/ S.S. END CAPS GLAZING SHOE AT BASE SEE A6 SHEETS FOR MORE INFO. 6' -3" x 10' -0" VERIFY IN FIELD (COFFEE) 4' 1/2" CLEAR, TEMPERED GLASS AT INTERIOR NR # 4- BRUSHED STAINLESS 1"x1" U- CHANNEL SQUARE w/ S.S. END CAPS GLAZING SHOE AT BASE SEE A6 SHEETS FOR MORE INFO. I-7/8"W x 10'-0 VERITY IN FIELD (MANAGER) 1 /2" CLEAR, TEMPERED GLASS AT INTERIOR NR # 4- BRUSHED STAINLESS 1"x 1 " U- CHANNEL SQUARE w/ S.S. END CAPS GLAZING SHOE AT BASE SYSTEM TO BE USED WITH DOOR D2. SEE A6 SHEETS FOR MORE INFO. DOOR NOTES 3-4 "W x 10' -0" VERIFY IN FIELD (CONFERENCE) 1/2" CLEAR, TEMPERED GLASS AT INTERIOR NR # 4- BRUSHED. STAINLESS 1"x1" U- CHANNEL SQUARE w/ S.S. END CAPS GLAZING SHOE AT BASE SYSTEM TO BE USED WITH DOOR D4. SEE A6 SHEETS FOR MORE INFO. B �C1 NOTE: * ALL WALLS ARE TYPE °A" , U.O.N. 5/8" TYPE X GPDW EA. SIDE 3=/8" 20 GA.METAL STUD @ 20" O.C. 2- 1 -1 /2" 20 GAMETAL STUD @ 20" O.C. FOR FURRING LOCATIONS 5/8" TYPE 'X' GPDW 5/8" TYPE 'X' GPDW EA. SIDE R 11 BATT. INSULATION ALL TYPE 'B' ARE TO BE FULL HEIGHT WALLS OVER EXISTING OVER EXISTING DRYWALL STUDS 3 -%8" 20 GA.METAL STUD @ 20" O.C. 5/8° TYPE 'X' GPDW NEW 5/8" TYPE 'X' GPDW TO EXISTING WALL- UNDERSIDE OF DECK ABOVE. FIRE TAPE AND CAULK AS REQUIRED BY CODE @ TENANT SIDE ONLY :: EXISTING ELECTRICAL PANEL, TIMECLOCK AND DISCONNECT- PER ELECTRICAL DOOR PER DOOR SCHEDULE O 2 O3 NEW STOREFRONT GLAZING AND 3-0" x 9' -0" PAIR ENTRY DOORS- PER A -6 SHEETS OPROVIDE SIGN ABOVE ENTRY DOORS AT INTERIOR DOOR HEAD WITH 1" HIGH LETTERING STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". 5 NEW COLUMNS WITH CHERRY WOOD VENEER- ALL WOOD WITHIN PROJECT IS REQUIRED TO BE FIRE - RETARDANT PER CBC 202 NEW 4' -0" WIDE X 8' -0" HIGH FIRE TREATED MDF WALL BD- PAINTED P -1, WITH RATING LABEL EXPOSED WALL MOUNTED LCD MONITOR- NU PROVIDED, NU INSTALLED NEW WALL BACKING BY G.C. ONU PROVIDED/ CONTRACTOR INSTALLED LIGHTBOX WITH DURATRANS- WALL MOUNTED AT GYP. BD. OR FULLY RECESSED IN MILLWORK- CONTRACTOR TO PROVIDE J BOX/ TIME CLOCK ONU PROVIDED/ CONTRACTOR INSTALLED LIGHTBOX WITH DURATRANS- FULLY RECESSED IN MILLWORK OVER WALL OPENING TO LCD TOUCHFOIL- CONTRACTOR TO PROVIDE J BOX/ TIME CLO LOCKING GLASS COVER AT STOREFRONT LOCATIONS <> EQUIPMENT FURNISHED BY NU VENDOR/ COORDINATED AND INSTALLED BY CONTRACTOR - SEE ELECTRICAL FOR POWER COORDINATION NEW SOFFIT ABOVE- PER REFLECTED CEILING PLAN 0, NATIONAL UNIVERSITY PROVIDED AND INSTALLED ILLUMINATED SIGNAGE/ LOGO -W/ CONTRACTOR INSTALLED J BOX AND TIME CLOCK. 13 NEW GLASS °BARN- DOOR" SYSTEM BY C.R.LAURENCE- "LAGUNA SERIES" W/ STAINLESS HARDWARE. NEWFINGER PULL COMPLIES WITH ACCESSIBILITY STANDARDS AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. HARDWARE IS TO BE AT +34" MIN- +48 "MAX. A.F.F.. WHEN SLIDING DOOR IS IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE FULLY EXPOSED AND USABLE FROM BOTH SIDES W/ 5 LBS. FORCE MAX. TO OPEN. ALL HARDWARE TO BE ADA COMPLIANT r4 ARTWORK - PROVIDED AND INSTALLED BY NU (CENTERED AT 58" A.F.F. <>NOT USED LCD MONITOR WITH TOUCHFOIL - PROVIDED AND INSTALLED BY NU- RECESSED INTO CHERRY 16 WOOD VENEER MILLWORK BEHIND 1/4° LAMINATED SAFETY GLASS NEW WALL BACKING BY G.C. 0, WALL MOUNTED BROCHURE RACK- PROVIDED AND INSTALLED BY NU <> BLADE SIGN - PROVIDED AND INSTALLED BY NU VENDOR- COORDINATED BY CONTRACTOR 1. KEYING INFO: PROVIDE MASTER KEY TO ALL DOORS. 2. THE HARDWARE SUPPLIER IS RESPONSIBLE TO PROVIDE THE ITEMIZED DOOR/ HARDWARE AND WINDOW SCHEDULE. FOR KEYING REQ. MEET WITH TENANT 3. RETAIL AREA DOOR TO BE STAINED TO MATCH OWNER SUPPLIED STAIN SAMPLE. 4. ALL DOORS TO COMPLY WIYH DISABLED ACCESS REGULATIONS. 5. ALL HARDWARE IS TO BE LEVER TYPE OR APPROVED EQUAL FOR DISABLED ACCESS. THIS INCLUDES DOORS AND SINKS. 6. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BYA WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE USH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BYA WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. CBC 1133B.2.6 7. MAXIMUM EFFORT TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5 POUNDS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF THE SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHERE IRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBF. CBC 1 133B.2.5 8. WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED BY THE LANDING EDGE OF THE DOOR. CBC 1133B.2.5.1. 9. LATCHING AND LOCKING DOORS THAT ARE HAN ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. CBC 1 133B.2.5.2. 0 rYl (3) EQUAL MUM MEE OPEN SHELVING ALIGN TOP OF MILLWORK WITH TOP OF DOOR FRAME - ALL CUPBOARDS AND DRAWERS TO BE LOCKABLE- KEYED ALIKE vvoo�i m„/1 (PL -1) BOBRICK- SURFCE MTD. SOAP -B21 1 1 AND PAPER TOWEL DISPENSER -B262- SEE A -4 FOR MOUNTING HEIGHTS (PL -2 ) 36° W, MIN. OPEN FRONT WITH P.LAM APRON FOR ADA COMPLIANT SINK B -1 ADVISOR BREAKRM MILLWORK ELEVATION&ELEVATION SCALE: 1/4" = SERVICE DOOR SERVICE CORRIDOR NOT A REQ.D EXIT NEW BACKDOOR BUZZER SIM AP 1 (WD4 ( B-1 ) Q. LCD ALIGN TOP OF PANEL W/ TOP OF DOOR 10' (AP -1) (WD-1) EQ.-- 1-EQ.ff .... . ........... ............... ....... ALIGN TOP OF PANEL W/ TOP OF DOOR 10' - EQ. MANAGER ELEVATION 12'-11" RECESSED IN NEW CHIME CONTROL AC PANEL @ MDF BACKBOARD LCD 4 A -1 EQUAL C/L OF FURNITURE C/L OF LCD CENTERED ON WALL (B -1; BEYOND 1 /2" • ■ 1 1 ■ • J N J • EQ. EQ (3) 30 "Wx40 "1-1 DURATRANS NSTALLED BY NU VENDOR- COORDINATED BY CONTRACTOR EQ. EQ. k4 J U MANAGER ELEVATION X31 ELEVATION -B SCALE: 114• =1• -0' A SCALE: 114. =1. -0' 46 WALL MTD. LCD DISPLAY - AUDIO-PROVIDED AND INSTALLED BY NU- COORDINATED BY CONTRACTOR 13'-11" 7' -5 1/2" HOLD 7' -5 1/2" HOLD ADJ. TENANT 1 1 ' -0 1/2" 12' -0 1/2" HOLD START OF I 0 " -0° SOFFIT EQUAL C/L OF FURNITURE 2,C LIGHT SETBACK DE MO SAWTOOTH NISH STAINLESS 38 "Wx 35 "11 BROCHURE RACK - PROVIDED AND INSTALLED BY NU- COORDINATED BY +42" A.F.F. MEDIA BAR SYSTEMS CONTRACTOR FURNITURE STORAGE CABINET WITH COUNTER TOP 13) 46" WALL MTD. LCD DISPLAYS- PROVIDED AND INSTALLED BY NU- COORDINATED BY CONTRACTOR ELEVATION -A SCALE: 1/4" = 4' -1 1/2" 2' -6 "NEUTRAL PIER SETBACK A A -3 (Art-5 (Art-4 Art-2) Art -1 EXIST. ELEC NEW.-"BRUSHED ALUM. REVEAL @ EUTRAL PIER- T. PER LL SPECS. MANAGER 100 -J ( 100 -G ADVISOR #3 ( 100-E ) ADVISOR #1 100 -D) COFFEE /PRINT DT2 -30x60 3' -8" 32 "MyCLR. ALIGN ALIGN 48" MIN. CLR. T -4 1/2" F.E.C. TORAGE if& ADVISOR #4 (,00 -H) ADVISOR #2 K\47'* ( 100 -A RECEPTION K: DTI -30x60 (100-C) LOUNGE U2JI W COPIER ILLUM. DUAL SI SIGN .. ED BLADE • «, T3,4,5 -30x40 8 NEW - "BRUSHED ALUM. REVEAL @ EUTRAL PIER- PT. PER LL SPECS. 2' -6 "NEUTRAL PIER SETBACK 8'-1" 7' -5 1/2" HOLD FLOOR PLAN ADJ. TENANT 11' -1" 4' -1 1/2 SCALE: 1/4" =11-0" REVIEWED FOR ;ODE COMPLIANCE - APPROVED MAR 0 7 2012 �r kwila C ofTu BUILDING DIVISION RECEIVED MAR 012012 PERMITCENTER ().-O 114 REFERENCE NORTH space planning + interior design studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com N CO Et CO > Ct 1 U) NI .?e, 60 r' n ►i o.o "o 00 00 \ Z W > w N- 00 _1 cn Z w 0j-JZ z zuI<o 0 T -4 1/2" F.E.C. TORAGE if& ADVISOR #4 (,00 -H) ADVISOR #2 K\47'* ( 100 -A RECEPTION K: DTI -30x60 (100-C) LOUNGE U2JI W COPIER ILLUM. DUAL SI SIGN .. ED BLADE • «, T3,4,5 -30x40 8 NEW - "BRUSHED ALUM. REVEAL @ EUTRAL PIER- PT. PER LL SPECS. 2' -6 "NEUTRAL PIER SETBACK 8'-1" 7' -5 1/2" HOLD FLOOR PLAN ADJ. TENANT 11' -1" 4' -1 1/2 SCALE: 1/4" =11-0" REVIEWED FOR ;ODE COMPLIANCE - APPROVED MAR 0 7 2012 �r kwila C ofTu BUILDING DIVISION RECEIVED MAR 012012 PERMITCENTER ().-O 114 REFERENCE NORTH space planning + interior design studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com N CO Et CO > Ct 0 U) NI 00 00 Z W > w N- 00 _1 cn Z w 0j-JZ z zuI<o 0 w Ec1:n:1O , 2 - o Z (n Q 0 0 z U ZLLf .. 10E- - ZIcJ)F_ J D Z 0 O U) „„ , , -,:::„ ,, ,. H . ,,.A -,„ ., ,5 MARK DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL A 2.27.12 PLAN CHECK AND LL RE- SUBMITTAL PROJECT NO: oic_SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: SHEET TITLE FLOOR PLAN A _ 1 SHEET 4 OF 21 1iERTICAL;SIRU .Ai1 32 CC EACH WAY FIR,STPOI IT:TOBEWITHINi 6 MOW EACHWAWPASTENEOTO MAIN RUNNER &STRI CTURE'ABOVi :P .SASE =1 2.0A.: VERTICA AN. ER_ ;F T 4 =,i1,`:EACH W AY WITH TH MIIi 3 "FIGHT TUR S Li-IA/2, tT1OTH ENDS OP WIRE (P.M 12! GA.BR;ACIIG?IRIr4 WU:HA/INA HUM TUR .. I ti:1 D "A ` BE TA. ENDS/OP is<'IRIr. tT P) AT EXNERTICALSTRL • • 75 " 413TAtNT... -...- i ALI,..S> HO1"Ix2 REP ti ECTED,CEILING 'PLAN 1> T &IRESSECUREQ MAI . .. Rt.NNE : WITHIN 2n OF THE OSS RUNNER: INTERSECT ION A:N D SPLAYED kYtOM T .H OTHER AT AN AN(TLE I OT :EXCE ING 45 " FROM THE OFTHE.C) ILIi1fiG N EACH ORTHOGONAL HORIZONTAL IREC T`IOK NE EN.HOP. THE CEILING All SHAL BEaATiAC"`IIED `I ? A WMM r: 2W1 I: ER OSIT E NANO THE-OTHER SNOW EACWHORIZONTAL DIRECTIONSHALLHAVEA WS' CI AiRAI CEEROMI STTA1 L:Tt1;ST fiI?{?' AN I) WALL AND WERE TO SLIDEO , L.LOSURE SAT GiEE. TTCAi MANOR- , �W 3 ? AT'TWO IIAxEXTWAL S. 1- NOTE 2 3 WHEN i=i3}~ DIS'I ANC.E BE I'Vr EE THE STRUCTURAT DECK ANDTfI CEILLs G EXCEEDS a / HE 5PACINHOL 1 Sf(TION ' 'IRR€1 UG R(.T ERTIL A;i HANGERS SHALL NOT EXCEED XKI.:.ALONG ME "TIR MEANS 1- EOR.FSS :SERVICING ON OCCUPANT LOAD k 3i1..O MORE. P.N1) DAY LCAIBHLS ACCESSORY TO A GROUP TYP IC, 1L U FE >E]ILIN VERTTCAL & L ;TEi1 L UlPPI PARTITIONS SEC. 25 -2 WHERE THE SUSPENDED CEILING SYSTEM IS REQUIRED TO PROVIDE LATERAL SUPPORT FOR PERMANENT OR RELOCATABLE PARTITIONS, THE CONNECTION OF THE PARTITION TO THE CEILING SYSTEM. THE CEILING SYSTEM MEMBERS AND THEIR CONNECTIONS, AND THE LATERAL FORCE BRACING SHALL BE DESIGNED TO SUP- PORT THE REACTION FORCE OF THE PARTITION FROM PRESCRIBED LOADS APPLIED PERPENDICULAR TO THE FACE OF THE PARTITION. THESE PARTITION REACTION FORCES SHALL BE IN ADDITION TO THE LOADS DESCRIBED IN SECTION 25 -2. PARTITION CONNECTORS, THE SUSPENDED CEILING SYSTEM AND THE LATERAL FORCE BRACING SHALL BE SHOWN OR DEFINED IN THE DRAWINGS OR SPECIFICATIONS. NOTE REGARDING: THROUGH PENETRATION FIRE STOPS SECTION 712.4.1 - THROUGH - PENETRATION FIRE STOPS Through - penetration fire stops required by this code s F or T rating as determined by tests conducted in ac• CBC 712.4.1.1.2 Through - penetration fire stops may be used for m: penetrations. The F rating shall apply to all through penetrations and be less than the required fire- resistance rating of the asse penetrated. The T rating shall apply to those through - penetration loc required to have T ratings as specified in Section 72.4.1.1.2 not be less than the required fire- resistance rating of the a penetrated. Where sleeves are used, the sleeves shall be securely fast. the assembly penetrated. All space between the item contain the sleeve and the sleeve itself and any space between the and the assembly penetrated shall be protected. Insulation a coverings on the penetrating item shall not penetrate the as unless the specific materials used have been tested as part assembly. EXCEPTION: Fire damper or combination fir damp- damper sleeves shall be installed in accordance with thier COUNG SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE DESIGNED TO RESIST THE LATERAL FORCE SPECIFIED IN SECTION 13.5.6.1. OF ASCE -7 VERTICAL COMPRESSION STRUT TO STRUCTURE ABOVE WITH ADEQUATE ATTACHMENT OF WIRES TO STRUCTURE ABOVE TO SUPPORT IMPOSED LOAD AT 12' -0" O.C. IN BOTH DIRECTIONS WITH FIRST POINT WITHIN 6' -O" OF EACH WALL LATERAL FORCE BRACING -TYP.- (4) NO.12 GAUGE WIRES SECURED TO MAIN RUNNER WITHIN 2° OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 FROM EACH OTHER AT MAX 45°FROM THE PLANE OF THE CEILING 2 "(MAX) FROM BRACING WIRES TO CROSSRUNNER VERTICAL HANGER -TYP.- 12 GAUGE 4' -" O.C. TO STRUCTURE ABOVE -MAIN RUNNER CROSS RUNNER • EISMIC CEILING BRACING SCALE NTS 10 2 x 4 LIGHT FIXTURE EQ. EQ. -71 2x4 CEILING EXCEPTION: CEILING AREAS OF 144 S.F. OR LESS SURRONDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE SHALL BE EXCEPT FROM LATERAL LOAD STANDARDS PER ASC -7 AND CISCA THE STRUCTURAL MEMBERS OF A CEILING SYSTEM SHALL COMPLY WITH THE DIRECT HUNG LOADING AND DEFLECTION TEST REQUIREMENTS IN ASTM C535 a: a ,•� -DUTY MAIN RUNNER MEMBER AND, IN ADDITION. THE MAXIMUM + • AD SHALL NOT EXCEED 1i OF THE MINIMUM LOAD WHICH CAUSED THE SYSTEM TO FAIL THE MAIN RUNNERS AND CROSS RUNNERS AND THEIR SPUCES, INTERSECTION CONNECTORS, AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE LOAD TEST OF 180 LBS• OR TWICE THE ACTUAL LOAD, WHICHEVER IS GREATER, IN TENSION WITH A 5- DEGREE MISALIGNMENT OF 1HE MEMBERS IN ANY DIRECTIO AND IN COMPRESSION. THE CONNECTORS AND AT THE SPUCES AND INTERSECTIONS SHALL BE OF A MECHANICAL INTERLOCKING TYPE THAT CANNOT BE DISENGAGED EASILY VERTICAL SUPPORT - HANGER WIRES SUPPORTING A MAXIMUM TRIBUTARY CEIUNG AREA OF 16 S.F. SHALL BE A MINIMUM OF 12 GA. IN DIAMETER. HANGER ATTACHMENT DEVICES USED IN CEIUNG SYSTEMS SHALL BE COMPATABLE F SUPPORTING A MINIMUM ALLOWABLE LOAD OF 100 LBS. HANGERS SHALL BE PLUMB AND SHALL NOT ATTACH TO OR BEND ARROUND, INTERFERING DUCT PIPES OR SIMILAR OBSTRUCTIONS. IF HANGERS MUST BE SPLAYED MORE THAN ONE HORIZONTAL TO SIX VERTICAL THE RESULTING FORCEE SHALL BE OFFSET BY BRACING, COUNTER SPLAYING OR OTHER ACCEPTABLE MEANS AND SUBSTANTIATED BY DESIGN CALCULATIONS. PERIMTER HANGERS - THE TERMINAL END 0 EACH CROSS RUNNER OR MAIN RUNNER SHALL BE SUPPORTED INDEPENDENT OF AND WITHIN EIGHT INCHES OF A WALL OR CEIUNG DISCONTINUITY. all have an •rdance with brane all not bly tions nd shall sembly ed to -d in Ieeve d embly •f the /smoke listing. (4) SPLAY WIRES @ 45° SECURED TO STRUCT. ABOVE. SEE DET. 13/A3 25 GA. MTL. STUD COMPRESSION STRUT W/ I " FLANGE * 1/2" LIP (MIN.) @ 12'-0" O.C. EACH WAY, ANCHORED TO STRUCTURE ABOVE MAIN RUNNER CROSS TEE LATERAL -FORCE BRACING WIRES SHALL BE SPACED A MIN. OF 6 "(1 54mm) FROM ALL HORIZ. PIPING OR DUCTWORK THAT I5 NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZ. BRACING WIRES SHALL BE ATTACHED TO THE GRID * TO THE STRUCT. IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS (890 N) OR THE ACTUAL DESIGN LOAD, WHICHEVER I5 GREATER, WITH A SAFETY FACTOR OF 2. / / / / / / // // / / / / / / /�j / �� / / 2" MIN. WALL TRIM ANGLE PAI�1T / TO MATCH CEILING GRID II / / SPLAY BRACE WIRES ( 12 GAUGE. HANGER WIRES --> NOT TO EXCEED 6' -0" 6' MAX CROSS RUNNER MAIN RUNNER ACOUSTIC CEILING TILES 1111111111 ‘1ISIIISt CONT. HORIZ STRUT TO PREVENT SPREADING OF RUNNERS mum u itnit dtiiuililiiuliiu NOTE: INSTALLATION TO BE IN ACCORDANCE WITH 2011 LABC SUSPENDED CEILINGLARR # 253' 2 X 4 LIGHT FIXTURE EQ. EQ. -71x2 OR 2x4 thMVIDED 1 1 SCALE COMPRESSION STRUT SCALE NTS 7 HANGER WIRE TYPICAL TWO (2) 12 GA. SLACK SAFETY WIRES ATTACHED LESS SPACE TO FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO STRUCTURE ABOVE NOTE: HEAVY DUTY GRID SYSTEM CEILING PER RCP RUNNERS RECESSED LIGHT FIXTURE SEE ELECTRICAL DRAWINGS MECHANICAL AND LIGHT FIXTURES FROM SUSPEDED CEILINGS MUST BE CONNECTED TO ONE VERTICAL 12 GA. WIRE ATTACHED TO OPPOSING CORNERS ALONG THE FIXTURES DIAGONAL. THESE WIRES MAY BE SLACK. PROVIDE PERIMETER VERTICAL WIRES 8 INCHES OUT FROM WALL RECESSED DOWNLIGHT TYP. CEILING TILE LAYOUTS DIFFUSER OR GRILLE, OR 2x2 LIGHT FIXTURE SPRINKLER HEAD, DOWN LIGHT, OR CLG. MTD ITEMS SCALE 3 " =1 -0" 1'-0" l'-011 1'-0" 8 GPDW CEI LING OR MILLWORK. HEIGHT PER RCP- SHEET A -2 WALL BEYOND 3/8 i NOTE: ENDS OF MAIN RUNNERS $ CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING. WALL TRACK (TYP) TYPICAL TEE GPDW WHERE. OCCURS SUS. CLG. SYSTEM PER 9/A -2 LAY -IN CLG. PANEL (TYP) HEIGHT PER RCP- SHEET A -2 ARMSTRONG SHADOW MOLDING PER FINISH SCHEDULE CEILING DETAIL SCALE 1"=1'-0" SWING i PREFABRICATED METAL FRAM D AND DOOR PANEL. FILL DOOR PANEL WITH LAYERS OF DRYWALL EQUAL TO ADJACENT CONSTRUCTION. SELF - ADHESIVE NEOPRENE BUBBLE GASKET ATTACHED TO STANDARD RECESSED TYPE CEILING ACCESS HATCH. TAPE TO SEAL. DRYWALL ACCESS PANEL- AS REQUIRED SPRINKLER HEAD, DOWN LIGHT, OR CLG. MTD ITEMS SCALE: 1/2" = 1' -0" ADJ. TENANT WEST EDGE OF RUNNER TO ALIGN W/ EDGE OF SHADOW MOLDINGi SCALE NTS EXISTING STRUCTURE DO NOT BEND SUSPENDED CEILING HANGER WIRE AT POINT OF ATTACHMENT OR AT OBSTRUCTING MATERIAL OR EQUIPMENT EXCEPT AT LIGHTWEIGHT ITEMS NOT EXCEEDING 3/4" DIA. ••••••••• 1 SUSPENDED ACOUSTIC CEILING LIGHT FIXTURE SUSPEND INDEPENDENT OF CEILING FIXTURE TO HAVE 1 -HOUR BOX IN RTD. CEILING SUSP. LIGHT FIXTURE SCALE 6' =1' -0" BRACING WIRES IN 4 DIRECTIONS @ 90° ATTACHED TO MAIN RUNNER W/ ANCHOR TO STRUCTURE HANGER WIRES ATTACHED TO MAIN RUNNER W/ ANCHOR TO STRUCT. NOTE: SEE DET 7/A -2 FOR COMPRESSION STRUT LOCATIONS ITEM 1/2" OR 5/8" GYPSUM BD. MAIN RUNNER I I/2" CRC I G GA. @ 4' -0" O.C. FURRING CHANNEL 7/8" HAT CHANNEL- 26 GA. @ 16" O.C. GALV. HANGER WIRES, EA. MAIN RUNNER #9 GA. @ 4 -0 O.C. GALV. BRACING WIRES #I 2 GA. ON GRID 8 -0 � " X 8 -0 MAIN RUNNER FURRING CHANNELS NOTE: SEE SEISMIC BRACING WIRE NOTE SUSP. GYP. BD. CLG. SYSTEM REFLECTED CLG. LEGEND x INDICATES 24° X 24° ACOUSTIC CEILING TILE AT -1 INDICATES 24° X 48° ACOUSTIC CEILING TILE AT -2 INDICATES SUSPENDED GPDW CEILING OR FURRED SOFFIT TO BE PAINTED HVAC- SEE MECHANICAL DRAWINGS EM EMERGENCY LIGHTING- SEE ELECTRICAL DRAWINGS 24" X 48" LIGHT FIXTURE - SEE ELECTRICAL SUSPENDED PENDANT LIGHT - SEE ELECTRICAL 0 STOREFRONT DOWNLIGHT- SEE ELECTRICAL e WALL WASH- SEE ELECTRICAL O DOWNLIGHT- SEE ELECTRICAL X SUSPENDED PENDANT LIGHT FIXTURE- SEE ELECTRICAL UNDER CABINET MTD. LIGHT- SEE ELECTRICAL I ( RESTROOM WALL MTD. LIGHT - SEE ELECTRICAL 0 SUSPENDED LIGHT FIXTURE- SEE ELECTRICAL CEILING MOUNTED SPEAKER - PER IT SCALE NTS RCP GENERAL NOTES SERVICE CORRIDOR GYP. BD. 10' -0 "A. F. rfFFFF 'PRII� 0 ENTRY SENSOR SPKR 07 iltrithEAMI III .11lllll� i sllllu lit o - vawmgma1111 ■■111 191 EN�OI PEMILIWINI ■. B I ■ III■ ' 0 0 �' n 1 iCr IF 001 ENTRY SENSO SPKR ADVISOR #40 ADVISOR #2 C L sump REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 7 2012 LOUNGE GYP. BD. SOFFIT.@ 1' -0 " +/- A F. F. RECEIVED MAR 012012 PERMIT CENTER GYP. BD. 8' -6" AFF UNDER CABINE LIGHT FIXTURE 1. PROVIDE MULTI -GANG SWITCH PLATES WHENEVER MORE THAN ONE DOUBLE GANG BOX REQUIRED. COLOR: WHITE Z. PROVIDE LATERAL SUPPORT STRUTS AT 12'-0" O.C. PER CBC STANDARDS, AND ASCE 7 -05 3. ELECTRICAL ENGINEER IS TO PROVIDE MOTION SENSORS OR SWITCHES PER LOCAL CODE. 4. ALL SWITCHES TO BE MOUNTED WITH 6" MINIMUM DIMENSION FROM FRAME U.N.O. 5. SEE ELEC. PLANS FOR LOCATION AND SPEC FOR EXIT SIGNS. 6. SEE ELEC. PLANS FOR LIGHT SPECS. 7. SEE ELEC. FOR SECURITY SYSTEMS 8. LOCATE DIFFUSERS AT THE END OF LIGHT FIXTURES 9. REFER TO ELECTRICAL DRAWINGS FOR ACTUAL EMERGENCY LIGHTING LAYOUT. 10. -EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL POWER SYSTEM (STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON SITE GENERATOR SET) OR AN APPROVED SELF LUMINOUS SYSTEM THAT PROVIDES CONTINUOUS ILLUMINATION INDEPENDENT OF THE EXTERNAL POWER SOURCE TO ENSURE THAT THE EXIT SIGNS ARE ILLUMINATED AT ALL TIMES -PER CBC 11. MECHANICAL CONTRACTOR TO CONFIRM CLEARANCES OF ALL DUCTWORK WITH ENGINEER PRIOR TO INSTALLATION. 1 2. MECHANICAL CONTRACTOR TO PROVIDE BUILDING STANDARD HVAC SYSTEM AS REQUIRED FOR ADEQUATE CIRCULATION AND AS REQUIRED BY CODE. CBC AND CMC. ALL SUPPLY AIR GRILLES AND RETURN AIR GRILLES TO BE WHITE. 13. UPDATE FIRE SPRINKLER LAYOUT AS REQUIRED 14. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL COORDINATION 15. CONTRACTOR TO REVIEW SCOPE OF MECHANICAL WORK AND ROOFTOP QUIPMENT LOCATIONS WITH MALL OPERATIONS PRIOR TO STARTING WORK 16. ALL STOREFRONT LIGHTING TO BE ON A 7 -DAY TIME CLOCK AND BE SET TO MALL OPERATION HOURS. 17. SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E & F ARE TO COMPLY WI ASCE 7 -05 SECTION 13.5.6.2.1 AND CBC SECTIONS 71 1.3.1, 803, 1613 AND 1705 SPECIAL INSPECTION) AND SHALL COMPLY WITH ICC REPORT 1308 A. ALL CEILINGS SHALL USE A HEAVY DUTY T -BAR GRID SYSTEM. B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL NOT B LESS THAN 2" C. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILIN GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. D. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A %4 "CLEA FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE OR A LISTED ASSEMBLY. E. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZE TRIM RINGS FI SPRINKLERS AND OTHER CEILING PENETRATIONS. 18. CONTRACTOR IS TO VERIFY CEILING LAYOUT/ FIELD CONDITIONS/ CEILING TILES SLIVERS AND REPORT ANY DISCREPANCIES TO ARCHITECT. FIRE SPRINKLER NOTES REFLECTED CEILING PLAN REFERE NORTH CE I ALL SPRINKLER HEADS IN THE FORWARD SELLING AREAS ARE TO BE CONCEALED POP OFF COVER TYPE. 2. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT DECK ABOVE. 3. ALL STOREFRONT LIGHTING MUST BE INCANDESCENT AND ON SEPARATE CIRCUIT AND IN 7 DAYTIME CLOCK TO MALL'S OPERATING HOURS 1. ALL FIRE SRINKLERS IN SALES AREA ARE TO BE FULLY RECESSED WITH FINISH TO MATCH FINISHED CEILING 2. ALL NEW AND EXISTING FIRE SPRINKLERS ARE TO BE ALIGNED WITH LIGHT FIXTURES AND ARE TO BE APPROVED BY ARCHITECT AND OWNER PRIOR TO INSTALLATION- NO EXCEPTIONS 3. CONTRACTOR TO PROVIDE FIRE SPRINKLERS AS REQUIRED BY CODE. DROP OR RAISE HEADS TO HEIGHT OF NEW CONSTRUCTION HEADS TO BE SEMI - RECESSED CHROME, CENTERED IN CEILING TILE, U.O.N. 4. CONTRACTOR TO PROVIDE FIRE LIFE SAFETY EQUIPMENT AS REQUIRED PER 2007 CBC. CONTRACTOR TO SUBMIT PLANS FOR SPRINKLERS AND TO OBTAIN PERMITS. 5. ALL FIRE SPRINKLERS IN THE SALES AREA ARE TO BE FULLY CONCEALED. SUBMIT LAYOUT TO ARCHITECT FOR APPROVAL 6. FIRE SPRINKLERS IN THE STOCK ROOM ARE TO BE SEMI- RECESSED. 7. FIRE SPRINKLERS IN SALES AREA ARE TO BE CENTERED/ AND ALGIN WITH LIGHT FIXTURES AND C/L OF CEILING TILE. NO EXCEPTIONS WILL BE PERMITTED. 8. FIRE SPRINKLER ESCUCHIONS AT MILLWORK CEILINGS ARE TO BE CUSTOM FINISHED AT MANUFACTURER TO MATCH MILLWORK space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com ›- (/) W z J Z 0 z w z w U Z 0 0 LL Z w z -J Z 0 1 mk- 00 00 w ov; rn JQO 0 J � ~ W w I W Q Z =� W D � D 0»;buJ MARK DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL 2.27.12 PLAN CHECK AND LL RE- SUBMITTAL PROJECT NO: oic_SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: SHEET TITLE REFLECTED CEILING PLAN A -2 SHEET 4 OF 21 12'40 1 /2" HOLD 4' -1 1/2" 2' -6 "NEUTRAL /-PIER SETBACK ONSM MEDIA BAR A _\ EW z "BRUSHE EUTRAL PIER- DT2 -30x60 4' -1 1 /2" -(BR -1) 0 MALL 100 -A) RECEPTION ALUM. REVEAL @ 'T. PER LL SPECS. L1GHTBOX WITH DURATRANS MAPHIC RECESSED IN CHERRY V/OOD VENEER LyGHTBOX WITH DURATRANS DT1 -30x60 GRAPHIC RECESSED IN CHERRY V(/OOD VENEER ILLUM. DUAL SIDED BLADE IGN (DT3453Ox4 11' -1 NEW z "BRUSHED ALUM. REVEAL @ EUTRAL PIER- PT. PER LL SPECS. Z-6"NEUTRAL PIER SETBACK 8. PROVIDE ACCESSIBLE DECAL AT STOREFRONT GLAZING ADJACENT TO DOOR.. ALL BUILDING AND FACILITY ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG R LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS. PER CBC 1 1 17B.5.8.1.2 AND 1 127B.3 .9. CONTRACTOR IS TO SUPPLY S/8 TYPE X GYP. BD. ON TENANTS SIDE OF LANDLORD BULKHEAD AT STOREFRONT AND PROVIDE RATING AS REQUIRED BY CODE. 10. ALL STOREFRONT DESIGN MUST BE INDEPENDANTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORDS MALL BULKHEAD CAN BE USED FOR LATERAL SUPPORT ONLY. STOREFRONT PLAN- FOR REF. �a1 STOREFRONT PLAN- FOR REF. �a1 ALL STOREFRONT MUST BE INDEPENDANTLY SUPPORTED FROM MALL STRUCTURE. LANDLORDS MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT Z-6 "LIGHT COVE SETBACK DE 0 SAWTOOTH FINISH LL LIGHT COVE TO REMAIN NEW DRYWALL RETURN TO ALIGN WITH TOP OF LL LIGHT COVE SOFFIT OFFSET /8„ LEASE LINE 16" GA. BRUSHED STAINLESS # 4 CLADDED SOFFIT- 1" PROUD OF MALL FASCIA - TO ALIGN W/ TOP OF MILLWORK AND BOTTOM OF TOP CHANNEL NEW DOWNLIGHT PER ELECTRICAL 3/4" H x 1 /2" D- WOOD REVEAL AT COLUMN, TYP. DRYWALL SOFFIT- PAINT P -1 NEW FULL HEIGHT TEMPERED GLAZING - 0 LAY -I 34" W. x 64" H. x 2 -1/4" D. OPENING FOR LIGHT BOX WITH DURATRANS GRAPHIC RECESSED IN CHERRY WOOD VENEER W/ BLACK P.LAM BACK 3/4" H x 1/2" D- WOOD REVEAL AT COLUMN, TYP. 16 GA. BRUSHED STAINLESS ( #4) BASE STOREFRONT GLAZING SECTION 4 A -3 3/4" H x 1/2" D- WOOD REVEAL MILLWORK, TYP. STOREFRONT NOTES 1. TENANTS CONTRACTOR TO PROVIDE AND INSTALL ALL MISC. STEEL FRAMING AS REQUIRED TO CONSTRUCT STOREFRONT. 2. TENANTS CONTRACTOR SHALL PROVIDE ALL BRACING, STRAPPING. AND FASTENING AS REQUIRED TO ENSURE RIGIDITY IN ALL LIGHT GAUGE METAL FRAMING WORK. 3. ALL STOREFRONT FRAMING CONNECTION TO BE MINIMUM 3 - #6 S -12 SCREWS 4. TENANTS CONTRACTOR TO ENSURE A SMOOTH, FLUSH TRANSITION BETWEEN ALL FLOOR COVERINGS. NO OFFSETS WILL BE ACCEPTED, EXCEPT BETWEEN BACK OF HOUSE VCT AND FRONT OF HOUSE CARPET- THIS WILL REQUIRE A TRANSITION STRIP. 5. ALL SCREWS AND NAILS ARE TO BE COUNTERSUNK AND HOLES FILLED PRIOR TO PAINTING. NO EXPOSED SCREWS NAILS, ETC. 6. SIGN SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY WESTFIELD PRIOR TO PERMIT AND FABRICATION. 7. STOREFRONT FINISH MATERIALS TO BE APPROVED BY WESTFIELD PRIOR TO FABRICATION. .... En space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com 2' -6 "LIGHT COVE SETBACK DE SAWTOOTH FINISH 0 f"." SOFFIT OFFSET 7/8" CHERRY WOOD VENEER WRAPPED COLUMN AND SOFFIT 3/4" H x 1 /2" D- WOOD REVEAL AT COLUMN, TYP. 3/4" H x 1/2" D- WOOD REVEAL AT COLUMN, TYP. CHERRY WOOD VENEER WRAPPED COLUMN AND SOFFIT 0_ u w a_ l3 z J_ W u 3/4" H x 1/2" D- WOOD REVEAL AT COLUMN, TYP. LEASE LINE 8" TO CEN ERLINE O /DO,AR STOREFRONT ENTRY SECTION SCALE: 1/2" = 1' -0" PROPOSED LATIN TEXT ON SOFFIT FASCIA 16" GA. BRUSHED STAINLESS # 4 CLADDED SOFFIT- 1" PROUD OF MALL FASCIA - TO ALIGN W/ TOP OF MILLWORK AND BOTTOM OF TOP CHANNEL 3/4" H x 1/2" D- WO SD REVEAL AT COLUMN, TYP. BRUSHED STAINLESS HALO LIT CHANNEL LETTERS AND LOGO OVER WOOD VENEER ENTRY PORTAL NEW z "BRUSHED ALUM. REVEAL @ NEUTRAL PIER- PT. PER LL SPECS. 3/4" H x 1 /2" D- WOOD REVEAL AT COLUMN, TYP. ALIGN W/ TOP OF STAINLESS, TYP. NEW z "BRUSHED ALUM. REVEAL @ NEUTRAL PIER- PT. PER LL SPECS. ILLUMINATED STAINLESS DOUBLE SIDED- INTERNALLY LIT BLADE SIGN 33" L. x 15" H. x 3" W SIGNAGE PACKAGE UNDER SEP. SUBMITTAL 1 gr. gg w J � Z �ao rn 0j-JZ O ��O Oi< Z < 1:-u- ww� � z =� z w - D ui W J � Iri_ Z Oiti 0 �cn MODIFIED 6" NEUTRAL PIER W/ 1 /2" CLEAR ALUM. REVEAL MODIFIED 6" NEUTRAL PIER W/ 1/2" CLEAR ALUM. REVEAL MARK DATE DESCRIPTION REVIEWED FOR )bE COMPLIANCE APPROVED MAR 0 7 2012 City of Tukwila BUILDING DIVISION 12.15.1 2.27.12 CHECK SUBMITTAL PLAN CHECK AND LL RE- SUBMITTAL PROJECT NO: oic_SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: xl REVEAL AT COLUMN, TYP. TO ALIGN WITH TOP OF DOOR BOTTOM RAIL NEW COLUMN NEW STOREFRONT GLASS ENTRANCE SYSTEM PER A -6 RECEIVED MAR 012012 PERMIT CENTER W/ CHERRY WOOD VENEER STOREFRONT ELEVATION CHK'D BY: COPYRIGHT: NEW COLUMN(S) AND ENTRY PORTAL W/ CHERRY WOOD VENEER SHEET TITLE STOREFRONT ELEVATION & SECTIONS SCALE: 1/2" = 1' -0" A -3 SHEET 5 OF 20 INTERIOR FINISH SCHEDULE ACOUSTIC PANEL WALL BASE (AP -1) ACOUSTIC PANEL- FABRIC WRAPPED UN- BACKED MATERIAL @ PANELS LAMVIN- 1" SONIC PAEL WITH HIGH IMPACT, CONTACT: BRANDON TACKABLE FACE WALL DIMENSIONS MFR: MAHARAM (619)992-1050 COLOR: ORACLE 901460 CONTACT:JOANNE NEWMAN STYLE: #017 MOLLUSK (619)523 -5578 ( B -1 ) MFR: BASE - PATTERN: COLOR: JOHNSONITE CONTINUOUS STRAIGHT ( *) BASE 20 CHARCOAL 4" HIGH * COVE BASE AT BACK OF HOUSE WALL COVERING CARPET (c -1 ) ( C -2 CARPET (FIELD) MFR: COLOR: STYLE: CONTACT: CARPET (ACCENT) MFR: COLOR: STYLE: CONTACT: BENTLEY INTENSE LOYALITY #882007 URBAN TRIBE - NEW DEMOGRAPHIC #8ND3206301 BEN FRIESEN (619) 523 -5578 BENTLEY INTENSE LOYALITY #882007 URBAN TRIBE - CITY CENTER #8CN3206301 BEN FRIESEN (619) 523 -5578 FABRIC WALL COVERING MFR: COLOR: PATTERN: CONTACT: MAHARAM #006- MIST FIGURE 398750 JOANNE NEWMAN - (619) 523 -5578 WOOD *ND-1) WOOD CHAIR RAIL TRIM MFR: STYLE: SPECIES: FACTORY STAINED TO MATCH STEELCASE CONTROL SAMPLE PLASTIC LAM. CEILING TILE (AT-1) (AT -2) ACOUSTICAL CEILING TILE (SALES AREA) MFR: ARMSTRONG SERIES: #1912- ULTIMA- FINE TEXTURED BEVELED TEGULAR COLOR: WHITE SIZE: 5/8" X 24" X 24" FIRE RATING: CLASS "A" ACOUSTICAL CEILING GRID MFR: SERIES: COLOR: SIZE: ARMSTRONG SUPRAFINE XL SHADOW MOLDING 7873 WHITE 9/16" ACOUSTICAL CEILING TILE (TYPICAL STOCKROOM) MFR: SERIES: COLOR: SIZE: FIRE RATING: ARMSTRONG DUNE - ANGLED TEGULAR #1776 WHITE 5/8" X 24" X 48" CLASS "A" ACOUSTICAL CEILING GRID MFR: ARMSTRONG SERIES: PRELUDE XL HEAVY DUTY- W/ ANGLE MOLDING COLOR: WHITE SIZE: 15/16" PLASTIC LAMINATE MFR: STYLE: COLOR: FINISH: PLASTIC LAMINATE MFR: STYLE: COLOR: FINISH: PIONITE IL PALIO PAPEL AV981 SUEDE FORMICA CARDBOARD SOLIDZ 7813 -58 MATTE PORCELAIN TILE/ GROUT INCLUDE TRIM AND CAP PIECES AS REQUIRED ( G -2 )AT TRIM CAP TO GYP. BD. STRAIGHT RUNNING BOND PATTERN USE WITH MFR: CIED (CT -2) USE WITH MODA BY EMSER COLOR: PERLA SIZE: 20" x 20" x 3/8" FLOOR TILE 6" x 13 "x 3/8" COVE BASE CONTACT: KARA DELEON 619 -742 -9355 THROUGH BODY PORCELAIN - WALL TILE MFR: MODA BY EMSER COLOR: PERLA SIZE: 6.5" x 20 "x 3/8" WALL TILE FOR RUNNING BOND PLANKING CONTACT: KARA DELEON 619 -742 -9355 PAINT GROUT ( p -1 > PAINT (FIELD) MFR: COLOR: TYP. FINISH: CORRIDOR FINISH: ( P -2 ) PAINT (ACCENT) MFR: COLOR: FINISH: ( P -3 ) ( P -4 PAINT (ACCENT) MFR: COLOR: FINISH: PAINT (ACCENT) MFR: COLOR: FINISH: ( P -5 ) PAINT (DOOR) MFR: COLOR: FINISH: BENJAMIN MOORE #OC -33 OPALINE EGGSHELL PEARL BENJAMIN MOORE #2129 -40 NORMANDY EGGSHELL BENJAMIN MOORE #2005 -10 RED ROCK EGGSHELL BENJAMIN MOORE #HC -125 QUINCY TAN EGGSHELL DUNN EDWARDS DE 6376- LOOKING GLASS EGGSHELL G -1 > GROUT MFR: COLOR: JOINT SIZE: ( G -2 CUSTOM BUILDING PRODUCTS PEWTER # 19- SANDED 3/16" CUSTOM BUILDING PRODUCTS PEWTER #19- SILICONE 3/16" METAL M -1 > (M -2) METAL MFR: PATTERN: COLOR: SIZE: METAL M FR: PATTERN: COLOR: SIZE: FACTORY BRUSHED STAINLESS #4 SQUARE BASE AND GLAZING SHOE SCHLUETER STRIP BRUSHED STAINLESS USE AT TILE TO CARPET TRANSITION STONE (s -1) USE WITH CID STONE SIZE: PATTERN: COLOR: TYPE: FINISH: CONTACT: SEALER: ORDER FROM MANUF. 8 "x-16 " - DO NOT CUT TO SIZE RUNNING BOND OSTRICH GRAY QUARTZITE SLATE LOW-GRADE HONED FINISH KARA DELEON @ INTERCERAMIC (619)942 -2300 AQUAMIX- ENRICH -N -SEAL VCT (RF -1) VINYL COMPOSITION TILE (FIELD)- STRAIGHT PATTERN MFR: SERIES: COLOR: SIZE: MANNINGTON SOLIDPOINT 337 TOASTED SESAME 12" X 12" X 1/8" CENTERLINE OF DOOR OR DIM. PT. RESILIENT FLOORING OR CONCRETE TRANSITION STRIP CERAMIC I MI IMMIMMIN MI= MINIM MN CARPET TRANSITION STRIP RESILIENT FLOORING OR CONCRETE O CARPET CERAMIC TILE ./.••..M1= = =M=mss. RESILIENT FLOORING OF DIFFERENT THICKNESS TAPERED EDGE STRIP RESILIENT FLOORING OR CONCRETE MONEMEIMMINIIMMMEIMMMM O SLATE FLOOR METAL EDGE STRIP MOLD CARPET 111111111111111111 I I I I I I I I I I I I I I I I I FLOORING TRANSITIONS 2 SCALE: 3" = 1' -0" A -4 MOUNTING HEIGHT SCHEDULE -Nr z 0 i.1 U Q w w 1=11=1°---4c FINISHED FLOOR 0 HANDICAP 6' MAX' SOAP TOE CLR. DISPENSER 1 -1/2 8' MIN. MIRROR KNEE CLR. LAVATORY 2' -0° GRAB BAR 18 1 /2TZ SOAP DISPENSER TOWEL DISPENSER TOWEL WASTE WASTE RECEPTACLE DISPENSER RECEPTACLE 3' -8° MAX. TO FLUSH CONTROL 12' 30° A.F.F. _ MTD. ON PARTITION SEAT COVER DISPENSER HANDICAP ACCESSIBLE TOILET TACTILE EXIT SIGN (1003.2.8.2., 1003.2.8.3., 1003.2.8.6., 1 1 178.5.1. 1 1 176.5.7) ON LATCH SIDE OF SINGLE DOOR OR AT RIGHT SIDE OF DOUBLE DOORS -N-❑ URINAL SCREEN ALIGN TOP OF PLATE OR DEVICE \DOORJAMB 000 m N ROOM SIGN ACCESSIBILITY SWITCHES, CONTROLS CARD SYMBOL THERMOSTAT & FIRE READER 6 NAME NUMBER PLAQUE TOILET ROOM SYMBOL ye FINISHED FLOOR URINAL TOILET TOILET TISSUE DISPENSER 40" A.F.F. SECURITY SANITARY NAPKIN PANEL VENDOR - ILLUMINATED SIGN OR EXIT SIGN WALL OR STEM MOUNTED @ 106" A.F.F. DOOR SIGNAGE - SIGN: OCCUPANT LOAD SIGN OR EMERGENCY SIGN IDENTIFICATION SIGNS 2' FINISHED FLOOR TOILET TISSUE/ SEAT COVER DISPENSER - FIRE ALARM (STROBE & ALARM /STROBE) LL E2 FINISHED FLOOR FIRE ALARM ARE ALARM LEGEND (s -1 ) STONE- SLATE W/ RUNNING BOND PATTERN W/ BRUSHED STAINLESS SCHLUETER STRIP AT CAPRET TRANSITION MALL TILE CONFIRM SPEC. W/ MALL MNGMT. PRIOR TO BID (RF -1) NEW VCT PER FINISH SCHEDULE 000000 00C ( c-1 CARPET 1 (C -2) CARPET 2 (CT -2) NEW FLOOR AND WALL TILE 0 SERVICE CORRIDOR LANDLORD FINISH REOUIREMENTS 1. EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. 2. EXTEND TILE FROM EXISTING MAL TILE AT LEASE LINE TO TENANTS' STOREFRONT BASE. 3. TILE TO MATCH MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. 4. NO THRESHOLD OR REDUCER STRIP WILL BE PERMITTED AT INTERSECTION OF TENANT TO MALL FLOORING. 5.WHEN EXTENDING MALL TILE TO TENANT STOREFRONT- IT MUST BE A FULL TILE. 6. RESTROOM FLOORING IS TO BE INSTALLED OVER LANDLORD APPROVED LATEX WATERPROOFING MEMBRANE WHICH IS TO RUN UP WALLS 6 ". MEMBRANE IS TO CONSIST OF MANUFACTURERS 2 PART FORMULA OF LIQUID RUBBER LATEX AND POWDER FOR TROWEL APPLICATIONWITH GLASS FIBER FABRIC REINFORCEMENT - LATICRETE 9235 OR SUMMITVILLE- 5 -9000. INSTALL A WATER TIGHT BEVELED EDGE CARRERA MARBLE THRESHOLD -- (,art-s) (Art -4 Art -3) Art -2) GENERAL NOTES 1. VERIFY CLEARANCE AT BOTTOM OF DOOR PRIOR TO FLOORING INSTALLATION. 2. ALL INTERIOR FINISHES MUST COMPLY WITH CBC, CLASS 1 1 1 FLAME SPREAD RATING (MINIMUM) 3. SEAMING DIAGRAM IS PROVIDED ON THIS PLAN. NO SERPENTINE SEAMS OR MODIFICATIONS TO SEAMING PLAN WILL BE ACCEPTED. 4. CARPETING IN ACCESSIBLE AREAS SHALL BE SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL -CUT PILE OR LEVEL CUT /UNCUT PILE TEXTURE WITH 1/2" MAXIMUM PILE HEIGHT. EXPOSED EDGES OF THE CARPET SHALL BE FASTENED TO THE FLOOR AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET TRIM SHALL NOT EXCEED 1/2" IN HEIGHT WITH A 1:2 BEVEL FOR TRIM OVER 1/4" HIGH. CBC SECTION 3105A(n) 3. 5. PROVIDE SLEUTER STRIP (BRUSHED STAINLESS) BETWEEN TILE AND CARPET 6. NOT USED 7. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. (CALIF. CODE OF REGS. TITLE 19, 53.08, 3.21, CFC 52501.5) 8. ALL DRYWALL SURFACES @FRONT OF HOUSE TO BE (LEVEL 5), BACK OF HOUSE (LEVEL 4) SHALL BE TAPED AND SANDED SMOOTH, READY TO ACCEPT PRIME AND PAINT FINISH INCLUDING EXISTING WALLS 9. ALL WALLS AND GYP. BD. SOFFITS SHALL BE PAINTED ( P -1 ), U.N.O. 10. ALL INTERIOR COLUMNS TO BE FURRED OUT AND FINISHED OUT U.N.O.. 1 1. FLOOR FINISH TRANSITIONS BETWEEN ROOMS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION, OR WHERE NO DOOR OCCURS, AT THE CENTER OF THE FRAMED OPENING. 12. BASE @ CARPET SHALL BE ( B -1 ), U.N.O. BASE @ VCT SHALL BE ( B -1 > , U.N.O- COVE BASE AT BACK OF HOUSE 13. REFERNCE A -2 FOR ADDITIONAL INFORMATION ON CEILING FINISHES 14. REFERENCE INTERIOR ELEVATIONS A -1/ A -5 FOR ADDITIONAL FINISH INFORMATION 15. 16. 17. 18. 19. REFERENCE A -4 FOR FINISH SPECIFICATIONS ALL PAINTING TO INCLUDE PROPER PREPARATION OF SURFACES, PRIME COAT & TWO FINISH COAT OF PROPER BASE FOR SUBSTRATE. PAINT ALL EXISTING AND NEW SURFACES, U.O.N. NO STIPPLE PAINT FINISH WILL BE ACCEPTED ALL VCT FLOORING TO BE SEALED AND BUFFED BY CONTRACTOR PRIOR TO OCCUPANCY. SLAB UNDER CARPET TO BE FLOATED AS REQUIRED - PROVIDE BRUSHED STAINLESS SHLUETER TRANSITION STRIP WHERE FLOOR MATERIAL TRANSITIONS CARPET INSTALLATION SHALL ADHERE TO THE MOST CURRENT ISSUE OF CARPET AND RUG INSTITUTE STANDARD FOR INSTALLATION OF COMMERCIAL TEXTILE FLOORCOVERING MATERIALS -CRI 104. 0 ADJ. TENANT Art-1) I TRANSITION AT CENTERLINE OF DOOR WITH MARBLE THESHOLD - TILE IS TO BE RUNNING BOND PATTERN PARRALEL WITH DOOR WALL CENTERLINE OF DOOR OR CASED OPENING, TYP. FINISH FLOOR PLAN Art -8 Art -9 0 ADJ. TENANT bt)O1M -ITBOX WITH DURATRANS PHIC RECESSED IN CHERRY OD VENEER COLUMN A TENANT NEW TILE FLOOR TO LEASE LINE- MUST BE ALIGNED AND FLUSH TO MALL FLOORING. EXISTING MALL FLOORING TO BE PROTECTED, PATCHED AND REPAIRED AS NEEDED TO MATCH F FIRST GROUT JOINT -ITBOX WITH DURATRANS PHIC RECESSED IN CHERRY OD VENEER COLUMN REVIEWED FOR ;:CODE COMPLIANCE • APPROVED 's • 1' MAR 07 2012 City of Tukwila BUILDING DIVISION SCALE: 3/32" = 1' -0" RECEIVED MAR 012012 PERMITCENTER REFERENCE NORTH space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com >- 1- CocsJ I2 N (0 >(i) f2 0 CL 1 00 w J i ► I 1 ♦ A 1 • • • O O `�'.••o0Ct.o• �� * • O O 0 0 O 0 X00 / ��i�� > 00 � � 2 0 60 LIGI Zul<O 1� i � - i 1. 1 I Q Z MI oo• cocoa � 1I 0 ■ ■ ■ ■� 0 wQ 0 0 .�.'.* O � �:��. Z w �. v O <Z-H D (/) -e- -000 0 0 0 0 0 0 0 0 o A iiw:iEii, A .�< ■.KE ■� W %MV17,� 12.15.11 PLAN CHECK SUBMITTAL L 2.27.12 PLAN CHECK AND LL RE- SUBMITTAL 000000l 000 : -`, mice.:! i1iII';■ �1 /r■■ '`B' / o o 00000000. 0 0 0 0 0 0. 0 0 0 0 0 0 / 1 00000• e0000 / --�_ PROJECT NO: oic_SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: CHK'D BY: O O O O O O O O O C SHEET TITLE : A-4 ■�■ 000000000, / 000000f s0001 / / : / / / / I= IIVA ■■MI ■��■t•�r,��■� 000000000C 6i 0000• ■ ■ -� -� •••••••0O I 1 l∎ % / / / � / / / AIii! ■ -■ / / / / k 000000 Q- 0001 / ■..I.�-- oo•�e- oo�l / / �►.�,1� /5. � �. 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EXISTING MALL FLOORING TO BE PROTECTED, PATCHED AND REPAIRED AS NEEDED TO MATCH F FIRST GROUT JOINT -ITBOX WITH DURATRANS PHIC RECESSED IN CHERRY OD VENEER COLUMN REVIEWED FOR ;:CODE COMPLIANCE • APPROVED 's • 1' MAR 07 2012 City of Tukwila BUILDING DIVISION SCALE: 3/32" = 1' -0" RECEIVED MAR 012012 PERMITCENTER REFERENCE NORTH space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com >- 1- CocsJ I2 N (0 >(i) f2 0 CL 1 00 w J Z > 00 W41lp z 0j-JZ Zul<O o:F- <:uJZ Q Z u) 0 wQ 0 U Z Z w �. v O <Z-H D (/) Zo pc/ A A .�< • MARK DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL L 2.27.12 PLAN CHECK AND LL RE- SUBMITTAL PROJECT NO: oic_SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: SHEET TITLE FINISH PLAN AND SCHEDULE A-4 SHEET 6 OF 19 ADA RECEPTION DESK SCALE N TS 12 PARTITION AS SCHEDULED, SEE N FOR WALL TYPE NEW 5 /8 GYP. BD. CEILING (WHERE OCCURS- PER PLAN) 2X4 MTL. STUDS @ I G" O.C. 5 /8' GYP. BD. OVER 3 -5 /g" 20 GA. MTL. STUDS AT 20" O.C. - LARK #23391 R 1 I SOUND INSULATION AS INDICATED PER WALL TYPE HILT SHOT PIN @ 32" O.C. MAX. 346" X I ICBO #2388 LARK # 2582 EXISTING CONCRETE SLAB r ." • .. Y /2' CHAMFER EDGE AT TOP/ BOTTOM AND SIDES- INSTALLED THICKNESS OF I" THK ACOUSTIC WALL PANEL WHERE OCCURS. NO GAPS LARGER THAN Y8' AT WALL AND NO GAPS AT PANELS WALL PER FLR. PLAN WALL TYPES LEGEND (TYP.) 1/2" RADIUS EDGE (TYP.) TRIM -PER FINISH SCHEDULE (WD -1 O Q 0 ALIGN FACE OF CHAIR RAIL WITH FACE OF ACOUSTIC PANEL CONT. CLEAT (TYP.) COORDINATE WITH ACOUSTIC PANEL INSTALLER CONT. 20GA. METAL BACKING PLATE 1 — EXISTING STEEL DECK AND LT. WT. CONC. STRUCT. (2) 1/4" SHOT PINS. TYP. EACH BRACE 3 -5/8" x 20 GAUGE OTE: ATTACH BOTTOM OF BRACE TO TOP TRACK OF STUD BRACE TO WALL OR VERTICAL STUD W/ (3) 0 SHEET MET FLOOR FRAMING AT 4' -0" SCREWS EACH BRACE. DO NOT ATTACH THROUGHH'C. MAX. ALT. DIRECTIONS CEILING TILE. rT L1 s / FIRE STROBE WHERE OCCURS THERMOSTAT - WHERE OCCURS SWITCH- SEE ELEC. POWER PLAN FOR LOCATION AC PANEL AT CHAIR RAIL SCALE 1 -1/2" = PP SEISMIC WALL BRACE SCALE 3 " =1' -0" TYP. MOUNTING HEIGHTS SCALE NTS METAL STUDS 20 GAUGE FLAT STOCK AND (2) #S 12 S.M.S. TOP AND BOTTOM EACH END. FLAT STOCK TO EXTEND ACROSS MINIMUM 3 STUDS. INSTALL 6" WIDE BACKING STRIPS, MEASURED FROM FINISH FLOOR TO CENTERLINE OF BACKING STRIP AS REQUIRED FOR SHELVING, BRACING, MISC. SUPPORT. CONTRACTOR TO PROVIDE AS REQUIRED FOR NEW SHELVING /CASEWORK. TYP. BACKING PLATE SCALE NTS 10 WALL DETAIL SCALE 6 " =1' -0" 13 EXISTING MALL STRUCTURE SUSPENDED GYP. BD. CEILING 3 -5/8" 20 GA. STUD CO 16" 0.C. ATTACH TO EXISTING DEMISING WALLS WITH PAN HEAD SCRE 1 LAY -IN CEILING manforma.••■•••,NE-worls.,.1 EXISTING DEMISING WALL MANAGER OFFICE C=D GYP. BD. CEILING 1/2" GLASS IN SURFACE MTD. TOP RAIL AND BOTTOM CHANNEL CEILING GRID TIE WIRE TO STRUCTURE ABOVE METAL STUD DIAGONAL BRACING 4' -0" 0.C. 45 ANGLE ALTERNATE DIRECTIONS ATTACHED TO STRUCTURE WITH 1/4" /0 SHOT PINS / 111151111111411111111111 • • M .r .4: • % ACOUSTICAL CEILING TILE AND GRID CORNER BEAD 5/8' TYPE "X" GYP BOARD EACH SIDE OVER MTL. CHANNEL DOOR FRAME SEE DOOR SCHEDULE DOOR -PER SCHEDULE 10" WIDE w w 0 PLAN I ' -0" 19" HIGH WALL OPENING ELEVATION 48" TOP OF F.E. TO FINISH FLOOR WALL TYPE- PER LEGEND SEMI- RECESSED FIRE EXTINGUISHER CABINET - POTTER ROEMER STAINLESS 5TEEL #7058 2" SEMI - RECESSED WI BLACK LL I I ERING DOOR HEAD DETAIL SCALE 6 " =1' -0" FIRE EXTINGUISHER CABINET SCALE 1-1/2"=r-0" SCALE 14 SUSP. GYP. BD. CEILING SCALE 3/8 " =1' -0" 11 G -2 AT TILE TRIM CAP TO GYP BD. TRANSITION, TYP. RESTROOM PLAN/ ELEVATION —_■ MINIM 1111•••••• mmmENI RESTROOM KEY NOTES IN. CLR. U z :NET LINN O O O O O 0 TOILET/ SEE PLUMBING SEE MOUNTING HEIGHT SCHEUDLE A -4 FOR ADA REQUIRED HEIGHTS, TYP. SINK. SEE PLUMBING WALL MIRROR - B 165 -1836- SEE A4 FOR MOUNTING HEIGHTS FULLY RECESSED PAPER TOWEL DISPENSER W/ WASTE RECEPTICLE (WHERE OCCURS) B -369 47 GRAB BAR. B-6 106X42. DIAMETER OR WIDTH OF GRIPPING SURFACES OF A GRAB BAR SHALL BE 14° TO .I %" NOMINAL OR THE SHAPE SHALL PROVIDE AN EQUIVILANT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED TO AN ADJACENT WALL THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 %° PER CBC 1 1 15B.7.1.- SEE A -4 FOR MOUNTING HEIGHTS 36" GRAB BAR. B -6 106X36. DIAMETER OR WIDTH OF GRIPPING SURFACES OF A GRAB BAR SHALL BE 14" TO 12" NOMINAL OR THE SHAPE SHALL PROVIDE AN EQUIVILANT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED TO AN ADJACENT WALL THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 z° PER CBC 1 1 158.7.1.- SEE A4 FOR MOUNTING HEIGHTS 60° DIAMETER TURNING RADIUS 5' -3" HIGH WAINSCOT OF 6.5 "X 20" X 3/8" TILE PER FINISH SCHEDULE WITH ALL MATCHING TRIM AND END PIECES REQUIRED SURFACE MTD. SOAP DISPENSER- B21 1 1- SEE A4 FOR MOUNTING HEIGHTS RESTROOM SIGNAGE- A. UNISEX SANITAY FACILITIES SHALL BE IDENTIFIED BYA CIRCLE %4° THICK, 12 " IN DIAMETER, WITH AY4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. CBC 1 1 15B.6 B. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE CENTERED ON THE DOOR AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. CBC 1 115B.6 C. BRAILLE SIGNAGE ON SIDE WALL AT NO MORE THAN 12° FROM JAMB OF LATCH SIDE D. THE CENTER OF ALL SIGNS AT 60" A.F.F CBC 1 17B.5.7. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERD. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES PER CBC 1 1 15B.4.3.4. LIGHTING- PER ELECTRICAL SURFACE MOUNTED PAPER TOWEL DISPENSER (WHERE OCCURS) B262- SEE A4 FOR MOUNTING HEIGHTS 0" X 48 CLEAR FLOOR SPACE IN FRONT OF LAVATORY FOR FORWARD APPROACH. SUCH CLEAR 'ACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" TO KNEE AND TOE SPACE UNDERNEATH THE LAVATOR. A DOOR SWING SHALL NOT ENCROACH TO THIS CLEAR SPACE PER CBC 1 1 158.4.3.3, 1 1 15B.3.2.2 RECESSED SEAT COVER AND TOILET TISSUE DISPENSER- B3579- SEE A4 FOR MOUNTING HEIGHTS D OOF MEMBRANE PER ' NDLORD REQUIREMENTS -5 OR ST LD N 18" VERTICAL BIBRI GRA: BAR. B-6 DIAME ER OR I1 H OF GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 -Y4" TO 1 -Y2" NOMINAL OR THE SHAPE SHALL PROVIDE AN EQUIVILANT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED TO AN ADJACENT WALL THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-Y2° PER CBC 1 115B.7.1.- SEE A -4 FOR MOUNTING HEIGHTS CONC. SLAB METAL DECK (2) - #8 S.M. EA. STUD STUD PER PLAN NOTE: SEE DETAIL WHERE METAL DECK FLUTES INTERFERE WITH TOP TRACK. ONT. TRACK (SAME GA. AS STUD) W/ "HILTI X -DNI 37 P8 SHOTPINS (ICC #ESR -1 @ 12" 0.C. (STAGGERED OR (2) - #8 S.M.S. @ 12 0.C. TO BARE DECK. HILTI X- DNI -37 P8= 0.145" IN DIAMETER W/ SHANK EMBEDMENT LENGTH =1 -1 /2" w O 0 0 a_ O 1— z C9 Q N CEILING PER REF. CEILING FLAN WALL TYPE PER PLAN 12" BACKING REQ'D.@ UPPERS PER SPECS. W.I. STDS. STANDARDS (TYP.) (WHERE OCCURS) CABINET DOOR (WHERE OCCURS) ADJ. SHELVES (TYP.) (WHERE OCCURS) (2) # I O S.M.S. TOP $ BOTTOM @ 1 2" O.C. FOR UPPER CABINETS (WHERE OCCURS) P. LAM COUNTER TOP SPLASH 6" DEEP DRAWER WHERE OCCURS CABINET DOOR PROVIDE CONT 18 GA. BACKING TYP. @ ALL WALLS W/ BASE CABS. F. LAM. TOE KICK TYP. HANGING STUDS SCALE 1 -1/2 "= ' -0„ TYP. MILLWORK SECTION SCALE NTS SCALE: 1/4" = 1' -0" A -5 A r-N (4) - #8 S.M.S. STUD PER DETAIL L4x4x16 GA. x 2' -8" W/ '(3)- SHOTPINS TO DECK OR (6) - #8 S.M.S. TO BARE DECK (CENTER PINS OR SCREWS IN FLUTE, TYP.) SHOTPIN SPECS: "HILTI X -DNI 37 P8 (ICC #ESR -16 HILTI X- DNI -37 P8= 0.145" IN DIAMETER W/ SHANK EMBEDMENT LENGTH= 1 -1/2" 75 INSUL. ONLY AS INDICATED ON WALL TYPES LEGEND (TYP.) 1)0.-oig WALL PER FLR. PLAN & WALL TYPES LEGEND (TYP.) DBL. STUDS (TYP.) U.O.N. SNAP ON PREFINISHED KNOCK -DOWN DR. FRAME (PROVIDE RATED FRAME PER DR. SCHED. - TYP.) SILENCERS, TYP. SMOKE SEALS CO RTD. DOORS DOOR PER SCHEDULE REVIEWED FOR DE COMPLIANCE APPROVED MAR 0 7 2012 City of Tukwila BUILDING DIVISION TRIM RECEIVED MAR 012012 PERMIT CENTER TIYAPNANSWATup SCALE 1 -1 /2 " =1'- " DOOR JAMB DETAIL- K.D. DOOR SCALE 6 " =1' -0" 4 space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com >- CI)c z-c; W 0 > ,L co Z� � °° z w OjiZ J O Q� < w z z � wZC�n Q OF< =� zw =W � J ,alge Fmmw O Zo oI'., w (1) MARK DATE DESCRIPTION 2.27.12 PLAN CHECK SUBMITTAL PLAN CHECK AND LL RE- SUBMITTAL PROJECT NO: oic SEATTLE- SOUTHCENTER 1211 CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: SHEET TITLE DETAILS -I - I I1 L7 I I , --ice J l ELEVATION 48" TOP OF F.E. TO FINISH FLOOR WALL TYPE- PER LEGEND SEMI- RECESSED FIRE EXTINGUISHER CABINET - POTTER ROEMER STAINLESS 5TEEL #7058 2" SEMI - RECESSED WI BLACK LL I I ERING DOOR HEAD DETAIL SCALE 6 " =1' -0" FIRE EXTINGUISHER CABINET SCALE 1-1/2"=r-0" SCALE 14 SUSP. GYP. BD. CEILING SCALE 3/8 " =1' -0" 11 G -2 AT TILE TRIM CAP TO GYP BD. TRANSITION, TYP. RESTROOM PLAN/ ELEVATION —_■ MINIM 1111•••••• mmmENI RESTROOM KEY NOTES IN. CLR. U z :NET LINN O O O O O 0 TOILET/ SEE PLUMBING SEE MOUNTING HEIGHT SCHEUDLE A -4 FOR ADA REQUIRED HEIGHTS, TYP. SINK. SEE PLUMBING WALL MIRROR - B 165 -1836- SEE A4 FOR MOUNTING HEIGHTS FULLY RECESSED PAPER TOWEL DISPENSER W/ WASTE RECEPTICLE (WHERE OCCURS) B -369 47 GRAB BAR. B-6 106X42. DIAMETER OR WIDTH OF GRIPPING SURFACES OF A GRAB BAR SHALL BE 14° TO .I %" NOMINAL OR THE SHAPE SHALL PROVIDE AN EQUIVILANT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED TO AN ADJACENT WALL THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 %° PER CBC 1 1 15B.7.1.- SEE A -4 FOR MOUNTING HEIGHTS 36" GRAB BAR. B -6 106X36. DIAMETER OR WIDTH OF GRIPPING SURFACES OF A GRAB BAR SHALL BE 14" TO 12" NOMINAL OR THE SHAPE SHALL PROVIDE AN EQUIVILANT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED TO AN ADJACENT WALL THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 z° PER CBC 1 1 158.7.1.- SEE A4 FOR MOUNTING HEIGHTS 60° DIAMETER TURNING RADIUS 5' -3" HIGH WAINSCOT OF 6.5 "X 20" X 3/8" TILE PER FINISH SCHEDULE WITH ALL MATCHING TRIM AND END PIECES REQUIRED SURFACE MTD. SOAP DISPENSER- B21 1 1- SEE A4 FOR MOUNTING HEIGHTS RESTROOM SIGNAGE- A. UNISEX SANITAY FACILITIES SHALL BE IDENTIFIED BYA CIRCLE %4° THICK, 12 " IN DIAMETER, WITH AY4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. CBC 1 1 15B.6 B. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE CENTERED ON THE DOOR AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. CBC 1 115B.6 C. BRAILLE SIGNAGE ON SIDE WALL AT NO MORE THAN 12° FROM JAMB OF LATCH SIDE D. THE CENTER OF ALL SIGNS AT 60" A.F.F CBC 1 17B.5.7. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERD. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES PER CBC 1 1 15B.4.3.4. LIGHTING- PER ELECTRICAL SURFACE MOUNTED PAPER TOWEL DISPENSER (WHERE OCCURS) B262- SEE A4 FOR MOUNTING HEIGHTS 0" X 48 CLEAR FLOOR SPACE IN FRONT OF LAVATORY FOR FORWARD APPROACH. SUCH CLEAR 'ACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" TO KNEE AND TOE SPACE UNDERNEATH THE LAVATOR. A DOOR SWING SHALL NOT ENCROACH TO THIS CLEAR SPACE PER CBC 1 1 158.4.3.3, 1 1 15B.3.2.2 RECESSED SEAT COVER AND TOILET TISSUE DISPENSER- B3579- SEE A4 FOR MOUNTING HEIGHTS D OOF MEMBRANE PER ' NDLORD REQUIREMENTS -5 OR ST LD N 18" VERTICAL BIBRI GRA: BAR. B-6 DIAME ER OR I1 H OF GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 -Y4" TO 1 -Y2" NOMINAL OR THE SHAPE SHALL PROVIDE AN EQUIVILANT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED TO AN ADJACENT WALL THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-Y2° PER CBC 1 115B.7.1.- SEE A -4 FOR MOUNTING HEIGHTS CONC. SLAB METAL DECK (2) - #8 S.M. EA. STUD STUD PER PLAN NOTE: SEE DETAIL WHERE METAL DECK FLUTES INTERFERE WITH TOP TRACK. ONT. TRACK (SAME GA. AS STUD) W/ "HILTI X -DNI 37 P8 SHOTPINS (ICC #ESR -1 @ 12" 0.C. (STAGGERED OR (2) - #8 S.M.S. @ 12 0.C. TO BARE DECK. HILTI X- DNI -37 P8= 0.145" IN DIAMETER W/ SHANK EMBEDMENT LENGTH =1 -1 /2" w O 0 0 a_ O 1— z C9 Q N CEILING PER REF. CEILING FLAN WALL TYPE PER PLAN 12" BACKING REQ'D.@ UPPERS PER SPECS. W.I. STDS. STANDARDS (TYP.) (WHERE OCCURS) CABINET DOOR (WHERE OCCURS) ADJ. SHELVES (TYP.) (WHERE OCCURS) (2) # I O S.M.S. TOP $ BOTTOM @ 1 2" O.C. FOR UPPER CABINETS (WHERE OCCURS) P. LAM COUNTER TOP SPLASH 6" DEEP DRAWER WHERE OCCURS CABINET DOOR PROVIDE CONT 18 GA. BACKING TYP. @ ALL WALLS W/ BASE CABS. F. LAM. TOE KICK TYP. HANGING STUDS SCALE 1 -1/2 "= ' -0„ TYP. MILLWORK SECTION SCALE NTS SCALE: 1/4" = 1' -0" A -5 A r-N (4) - #8 S.M.S. STUD PER DETAIL L4x4x16 GA. x 2' -8" W/ '(3)- SHOTPINS TO DECK OR (6) - #8 S.M.S. TO BARE DECK (CENTER PINS OR SCREWS IN FLUTE, TYP.) SHOTPIN SPECS: "HILTI X -DNI 37 P8 (ICC #ESR -16 HILTI X- DNI -37 P8= 0.145" IN DIAMETER W/ SHANK EMBEDMENT LENGTH= 1 -1/2" 75 INSUL. ONLY AS INDICATED ON WALL TYPES LEGEND (TYP.) 1)0.-oig WALL PER FLR. PLAN & WALL TYPES LEGEND (TYP.) DBL. STUDS (TYP.) U.O.N. SNAP ON PREFINISHED KNOCK -DOWN DR. FRAME (PROVIDE RATED FRAME PER DR. SCHED. - TYP.) SILENCERS, TYP. SMOKE SEALS CO RTD. DOORS DOOR PER SCHEDULE REVIEWED FOR DE COMPLIANCE APPROVED MAR 0 7 2012 City of Tukwila BUILDING DIVISION TRIM RECEIVED MAR 012012 PERMIT CENTER TIYAPNANSWATup SCALE 1 -1 /2 " =1'- " DOOR JAMB DETAIL- K.D. DOOR SCALE 6 " =1' -0" 4 space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com >- CI)c z-c; W 0 > ,L co Z� � °° z w OjiZ J O Q� < w z z � wZC�n Q OF< =� zw =W � J ,alge Fmmw O Zo oI'., w (1) MARK DATE DESCRIPTION 2.27.12 PLAN CHECK SUBMITTAL PLAN CHECK AND LL RE- SUBMITTAL PROJECT NO: oic SEATTLE- SOUTHCENTER 1211 CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: SHEET TITLE DETAILS GENERAL NOTES I . ALL DIMENSIONS ARE TO BE FIELD VERIFIED 2.. ALL GLAZING SYSTEMS, CHANNELS AND SHOES ARE TO BE CUT TO SIZE BY MANUFACTURER #10 x 1" FHPSMS 1" x 1 z" #4 S.S. - CRL #WU 1 BSA240 GLAZING GASKET - CRL #RG l 2100 z" TEMPERED GLASS l/4' Flat Head F e 12' CTC 1" x 1" #4 S.S. - CRL #WU3BSA240 SETTING BLOCK #10 x 1 Z" FHPSMS r INTERIOR GLAZING SECTION (2) EQUAL (2) EQUAL 4' H. GLAZING SHO REPRESENTS ATTACHMENT LOCATIONS @ A MAXMLIM OF 12' O.0 AND 4' FROM EACH END T T j CONFERENCE ELEVATION 12 G ASS ENTRANCE SYSTEM & STOREFRONT GLAZING SYSTEM ELEVATION 11 O T T T T LOUNGE ELEVATION SERVICE CORRIDOR ( 100 -K CONFERENCE T T T 16 LAY IN CEILING @ I I'{• LAY IN CEILING @ 11 =6 ADVISOR ELEVATION T T 15 COFFEE /PRINT BAR ELEVATION ADJ. TENANT 14 MANAGER ELEVATION 13 CRL B5B 10 SMOKE BAFFLE Clod oars 4" FHP TOGGLE ANCHORED INTO BOX BEAM Seal Nylon Hushing 1/4' -20 FSH MS x I -1/4' S/S e 12' CTC SURFACE V❑UNT - C6mm] 83' j ClO:m1m7 Glass Heich Opening + 1/2" [12:7mm] 5" C16mr] SURFACE MOUNT GLASS FABRICATI ❑N L_AGU\ A A \TI -LIFT �v GLASS BAR SLIDING DOOR SECTION rind a ' FHP TOGGLE ANCHORED I ONTO FRAMING SYSTEM CRLB5B10 SMOKE BAFFLE MANAGER (100-G) ADVISOR #3 -E) ADVISOR #1 ( 100 -B MEDIA BAR T-1°+/-C.O. Z-0" I Z-5 " +- C.O. 6' -O" EQ. ALIGN ( 100 -L STORAGE 3DI /N S33&1 ADVISOR #4 (100-H.) ADVISOR #2 ( 100A.i RECEPTION. FLOOR PLAN- FOR REFERENCE ONLY ( 10o -C LOUNGE 0 ADJ. TENANT }.' SCALE: 3/16" = 1' -0" 1 -1/4' From Edge of Gloss Center of 3/4.0 Hole Seal Nylon Bushing 1/4' -20 FSH MS x 1 -1/4' S/S @12'CTC 4" X 114" FHP TAPCON SCREW #10 x 14" FHPSMS 1" x 1" #4 S.S. - CRL #WU 1 BSA240 GLAZING GASKET - CRL #RG 12100 I" TEMPERED GLASS 1" x 4" #4 S.S. - CRL #WU3BSA240 SETTING BLOCK 4" X 1 4" FHP TAPCON SCREW STOREFRONT GLAZING SECTION t 34" C83mm] SHOE GLASS CLEAR OPENING LESS 116" [287run] 4• C6mm]J CLADDING GLASS CLAMP 816" C204mrn] CLADDING GLASS CLAMP SHOE CLEAR OPENING r 4' [6mm] 4" SQUARE DOOR RAIL TOP & 10" SQUARE DOOR RAIL BOTTOM W / #4 S.S. CLADDING ENTRANCE SYSTEM SECTION 2 TEMPERED GLASS 4" GAP W/ CRL WATER CLR. SILICONE U- CHANNEL STOREFRONT BUTT DETAIL 2" TEMPERED GLASS / "> H U- CHANNEL GLAZING GASKET 3 1/8" GAP @ MILLWORK JAMB CAPTURE , NON - COMBUSTABLE RDWOOD BLOCKING STOREFRONTJAMB DETAIL GYP. BD 1/8" AIR GAP " TEMPERED GLASS U- CHANNEL INTERIOR JAMB DETAIL 8" AIR G U- CHANNEL TEMPERED GLASS INTERIOR BUTT DETAIL Z" TEMPERED GLASS U- CHANNEL P-4) REVIEWED FOR CODE COMPLIANICE APPROVED MAR 07 2012 City of Tukwila BUILDING DIVISION_ RECEIVED MAR 012012 PERMIT CENTER LAGUNA GLASS WALL SECTION 9 INTERIOR MITER DETAIL space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com ›- (i) Ct w z J z 0 z w z w U Z 0 F- 0 LL Z w z J Z 1 MARK DATE DESCRIPTION PLAN CHECK SUBMITTAL 1111Wr,1ill[el:1 1:4111 ∎101 11:7 *91milic a PROJECT NO: oic_SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: CHK'D BY: COPYRIGHT: SHEET TITLE GLAZING DETAILS A -6 SHEET 8 OF 22 SERVICE COR R190 EXIST. ELEC. 0 c 10 ADJ. TE\A\ T EQ /3' -7 3/4" / EQ 3' -7 3/4'1-7/ Q.CONFER1NCE EQ. 0 z n rn MANAGER C 100-J 1-1)--16) i „ n KP I <r rr e e OFFEE /PRIG 7 0 ce C100-DD IA OFFEE /PRINT \ o J +7 e +4�0 0 +75" +75 +75" +75 +75 0 010 0 0 010 0 I 0 010 100 -B MEDIA BM 4 r• If 0 r n co 100 -G� ADVISO #3'l' oo-i ADVISO # 1f '' 11 I I 8' -4)2" LS -1) 30 "Wx42 "L — ADVISO #4n 100- ( oo-v 1001 ) STORAGE 0 14 /X\JaB cUIW 42" 42" 12/42/72 TENNSCO 12/42/72 TENNSCO 12/42/72 TENNSCO 12/42/72 TENNSCO Z —LINE (S) Z —LINE (A) Z —LINE (A) Z —LINE (A) TGBLT TGBLT . _ TGBLT . „9 0 u .I \fn1 r— :::::::Q i — ADVISO' 100” • „9 0 u .-I fnl — O • 0 ( 0 0 . TGBLT _ , . _ TGBLT . A B321 ■ C3 C] ( LO +54 GE +54° BARCELONA BARCELONA / 100 -A ~ RECEPTION // 1 Y2 10" oTo • 93" 0 +93" 0 0 +93" 0 0 +93" n DJ. TENA\ T EQ 21-2'-9Y2 EQ 1VALL P8g71407. 40pft04:44/41/040 RECEIVED JAN 23 2012 PERMIT CENTER Q: \Clients \2011 \M -R \National University \OIC - Online Info Centers\ Seattle- Southcenter \OIC_Seattle_BMK_FURN_P.dwg, 12/15/2011 3:33:09 PM, DWG To PDF.pc3 space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com CI) rtW C W C\1 ♦v^^ 0 M 00 N-- c0 Z Cf) �_ <1c W > W _i . Z W 0 z O < 2O ' 0 z < 2 < z 0 < 2 � o v.. z — W Z z W U _ ct -.57 (I) z DW O� O r . U D Q J zocoIII O0(N0 - 's- ..•,.... ... I ON .. . li ov --i„, / ER . MARK DATE DESCRIPTION 1215.11 PLAN CHECK SUBMITTAL PROJECT NO: oic_SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: bkm OfficeWorks JE /KP CHK'D BY: COPYRIGHT: SHEET TITLE EF.1 • LEGEND: EX EX EX EX EX XR XR XR XR N -� �� - - --I 1 \\x9 I xR I L_ L R R R R 4 „t 1 9 R DASHED SYMBOL WITH "EX" INDICATES EXISTING FIXTURE, DEVICE, OUTLET OR EQUIPMENT TO REMAIN IN PLACE DASHED SYMBOL WITH "XR" INDICATES LIGHT FIXTURE OR DEVICE TO BE REMOVED AND STORED OR REUSED IN CONSTRUCTION. UNUSED MATERIAL SHALL BE RETURNED TO OWNER. SOLID SYMBOL WITH "R" INDICATES LIGHT FIXTURE OR DEVICE TO BE RELOCATED AND RECONNECTED EXTEND EXISTING CIRCUIT(S) AS INDICATED AND MAKE FINAL CONNECTION. NEW SOLID SYMBOL INDICATES NEW FIXTURE, DEVICE, OUTLET OR EQUIPMENT AT NEW LOCATION 2 $ INDICATES SURFACE MOUNTED BOX FOR ITEM SHOWN INDICATES FLUSH MOUNTED BOX FOR ITEM SHOWN. ® O LIGHTING FIXTURE SCHEDULE REFERENCE NUMBERED NOTE DESIGNATOR DETAIL DESIGNATOR, UPPER HALF DENOTES DETAIL, LOWER HALF DENOTES SHEET NUMBER ON WHICH DETAIL APPEARS. FLUORESCENT LIGHTING FIXTURE, RECESSED IN SUSPENDED T -GRID TYPE CEILING. SHADING INDICATES FIXTURES (SUPPLIED WITH EMERGENCY BATTERY PACK) (CONNECTED TO EMERGENCY POWER SYSTEM). DOWNLIGHT FIXTURE, RECESSED IN CEILING. Q WALL WASHER TYPE DOWNLIGHT. ARROW INDICATES AIMING DIRECTION. 1-1-1 LIGHTING FIXTURE, WALL MOUNTED AT HEIGHT NOTED. - PENDENT MOUNTED DOWN LIGHT. SUSPENDED FLUORESCENT FIXTURE ® EXIT SIGN GFI • DUPLEX RECEPTACLE, WALL MOUNTED AT +18" UON. "GFI" INDICATES GROUND FAULT INTERRUPTER TYPE. DUPLEX RECEPTACLE MOUNTED AT CEILING. * RECEPTACLE MOUNTED ABOVE COUNTER BACKSPLASH. SEE ARCHITECTURAL ELEVATIONS NEW BUILDING STANDARD TELEPHONE /DATA OUTLET MOUNTED AT 18" U.N.O., WITH 1" CONDUIT STUBBED TO +6" ABOVE CEILING. PROVIDE BOX WITH SINGLE GANG RING AND PULL STRING. ALL DUPLEX OUTLETS WITH 2 CABLES, U.O.N. $ TOGGLE SWITCH, SPST AT +48 "UON. a,b,c,VS $a $b INDICATES MULTIPLE SWITCHES IN GANGED BOX WITH COMMON COVERPLATE. (PROVIDE BARRIERS BETWEEN 120VOLT AND 277VOLT, TWO DIFFERENT 277VOLT CIRCUITS) "a,b,c" INDICATES NUMBER OF INDIVIDUAL SWITCHES AND FIXTURES CONTROL. "VS" INDICATES INDICATES VARIABLE SPEED MOTOR SWITCH (EF -2). INDICATES SWITCHES a,b MOUNTED IN SEPARATE BOXES WITH SEPARATE COVERPLATES. 0 0_ JUNCTION OR OUTLET BOX. CEILING OR WALL MOUNTED AS INDICATED. LOCATE ABOVE ACCESSIBLE CEILINGS, UON. CR DS GB EMI +4' -6" PANELBOARD. FIRE ALARM PULL STATION FIRE ALARM ANNUNCIATOR FIRE ALARM SMOKE DETECTOR FIRE ALARM STROBE ONLY CARD READER DOOR SENSOR GLASS BREAK DETECTOR CCTV CAMERA CATV OUTLET, MTG HEIGHT AS SHOWN MOUNTING HEIGHT ABOVE FINISHED FLOOR OR GRADE. *WIRING DEVICES - CENTER OF DEVICE *WALL BRACKET LIGHTING FIXTURE - CENTER OF OUTLET *PENDANT MOUNTED LIGHTING FIXTURE - BOTTOM OF FIXTURE OCCUPANCY SENSOR LEGEND ab NOTE: PROVIDE POWER SUPPLY INTEGRAL TO SENSOR U.O.N. WALL MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR. FIELD SET TIME DELAY TO MAXIMUM TIME SETTING. UNENCO #LHIRS1 (OR APPROVED EQUAL) WALL MOUNTED PASSIVE INFRARED MULTI -LEVEL OCCUPANCY SENSOR. FIELD SET TIME DELAY TO MAXIMUM TIME SETTING. UNENCO #LHIRD2 (OR APPROVED EQUAL) WALL MOUNTED (6" BELOW CEILING) INFRARED OCCUPANCY SENSOR. FIELD SET TIME DELAY TO MAXIMUM TIME SETTING. UNENCO #LOIRWV (OR APPROVED EQUAL) CEILING MOUNTED 360 DEGREE PASSIVE INFRARED OCCUPANCY SENSOR. FIELD SET TIME DELAY TO MAXIMUM TIME SETTING. UNENCO #OMNIIRL (OR APPROVED EQUAL) CEILING MOUNTED 360 DEGREE ULTRASONIC OCCUPANCY SENSOR. FIELD SET TIME DELAY TO MAXIMUM TIME SETTING. UNENCO #C- 500 - 800 -SC (OR APPROVED EQUAL) CEILING MOUNTED 360 DEGREE DUAL TECHNOLOGY OCCUPANCY SENSOR. FIELD SET TIME DELAY TO MAXIMUM TIME SETTING. UNENCO #OMNIDT2000 (OR APPROVED EQUAL) CEILING MOUNTED 360 DEGREE INFRARED OCCUPANCY SENSOR WITH HALLWAY COVERAGE PATTERN. FIELD SET TIME DELAY TO MAXIMUM TIME SETTING. UNENCO #PIR- 1000 -H -P (OR APPROVED EQUAL LANDLORD NOTES A. VERIFY ANY DEMOLITION WORK, AND ANY NEW WORK, REQUIRED BY THE LANDLORD THAT IS NOT SHOWN ON PLANS LANDLORD'S OPERATIONS MANAGER, PRIOR TO BID. VERIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM I LIFE SAFETY SYSTEM WIRING & DEVICES, SPRINKLER PIPING, DUCTWORK, PLUMBING, COMMUNICATION SYSTEM WIRING, ETC. DURING DEMOLITION AND NEW CONSTRUCTION WITH LANDLORD'S OPERATIONS MANAGER AND THE TENANTS ARCHITECT PRIOR TO BID I START OF WORK. C. REUSE OF EXISTING SERVICE. METERING, PANELBOARDS. TRANSFORMERS. CONDUIT. WIRE. ETC. IS SUBJECT TO BUILDING DEPT. AND LANDLORD APPROVAL. VERIFY IF ALLOWED TO REUSE, AND IF ANY WORK IS REQUIRED BY THE BUILDING DEPT. OR THE LANDLORD, WITH THE BUILDING DEPT. PRIOR TO BID. ANY WORK OUTSIDE OF TENANT'S SPACE SHALL BE BY A LANDLORD APPROVED ELECTRICAL CONTRACTOR AT THE TENANT'S EXPENSE. E. VERIFY FIRE ALARM /LIFE SAFETY SYSTEM REQUIREMENTS WITH THE FIRE DEPT. AND LANDLORD'S OPERATIONS MANAGER PRIOR TO BID. SEE LANDLORD'S FIRE ALARM DESIGN CRITERIA. IN TENANT CRITERIA MANUAL. MUST USE LANDLORD'S FIRE ALARM /LIFE SAFETY SYSTEM CONTRACTOR. REUSE OF EXISTING DEVICES, ETC. IS SUBJECT TO FIRE DEPT. AND LANDLORD APPROVAL. VERIFY ANY SERVICE I MAINTENANCE REQUIRED PRIOR TO BID. F. ALL FIRE ALARM CONDUIT AND CABLE MUST BE PAINTED RED AND LABELED "FIRE ALARM ". VERIFY REQUIREMENTS WITH LANDLORD'S FIRE ALARM CONTRACTOR. G. ALL LIGHTING FIXTURES, EQUIPMENT, DEVICES. ETC SHALL BE U.L. LISTED. H. ALL LIGHT FIXTURES, EQUIPMENT, WIRING METHODS, ETC. WITHIN A CEILING RETURN AIR PLENUM SHALL COMPLY WITH NEC. SECTION 300 -22, AND ANY ADDITIONAL BUILDING DEPT. REQUIREMENTS VERIFY IF ANY ADDITIONAL REQUIREMENTS WITH THE BUILDING DEPT. AND THE TENANT'S ARCHITECT PRIOR TO BID. I. PROVIDE LOCK -ON DEVICE FOR EXIT LIGHT, EMERGENCY LIGHT AND FIRE ALARM SYSTEM CIRCUITS AS REQUIRED. J. BALANCE PANELBOARD LOADS TO WITHIN 10 PERCENT OF LOWEST PHASE AND SUBMIT REPORT TO LANDLORD'S OPERATIONS MANAGER. TENANT SPACE BELOW. VERIFY APPROVED PENETRATION LOCATIONS. AND THE FOLLOWING LANDLORD REQUIREMENTS, WITH THE TENANTS ARCHITECT AND LANDLORD'S OPERATIONS MANAGER PRIOR TO BID: CORING AND SLEEVING; CONDUIT ROUTING IN CEILING OF SPACE BELOW; FIREPROOFING AND SEALING, ETC. MAY BE REQUIRED TO PERFORM RADAR /SONAR /XRAY VERIFICATION SURVEY OF FLOOR SLAB AND /OR USE LANDLORD'S CONTRACTOR. ALL WORK SHALL BE AT THE TENANTS EXPENSE. K. VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING /SUPPORTING HVAC EQUIPMENT, DUCTWORK, PIPING, WATER HEATERS, TRANSFORMERS, FIXTURES, CONDUIT, ETC. WITH THE TENANT'S ARCHITECT AND LANDLORD'S OPERATIONS MANAGER PRIOR TO BID. ATTACHING TO ROOF DECK, OR UPPER LEVEL FLOOR SLAB, IS NOT ALLOWED. MAY BE REQUIRED TO SUBMIT DETAIL /PLAN TO LANDLORD'S STRUCTURAL ENGINEER FOR APPROVAL AT THE TENANTS EXPENSE. L. PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENT. VALVES, DAMPERS, CONTROLS, CLEANOUTS. J- BOXES, ETC. LOCATED ABOVE GYP. BOARD CEILING AND ANY OTHER INACCESSIBLE AREAS AS REQUIRED. VERIFY /COORDINATE WITH THE TENANT'S ARCHITECT AND LANDLORD'S OPERATIONS MANAGER PRIOR TO BID /START OF WORK. SEE NOTES ON PLANS AND VERIFY ALL MATERIALS AND WORK REQUIRED BY THE LANDLORD PRIOR TO BID. N. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORD'S TENANT CRITERIA MANUAL ". 0. ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. ELECTRICAL SPECIFICATIONS 1. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS PART OF THIS SPECIFICATION AS WELL AS ALL OTHER DISCIPLINES. 2. VISIT SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS. FIELD VERIFY ALL EXISTING ELECTRICAL AND COMMUNICATIONS EQUIPMENT. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION. a. MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHALL CARRY A U.L. LABEL. b. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UNDERWRITER'S LABORATORIES LIST OF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF ASTM, IEEE, NEC, NEMA, AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT. THE WORD 'PROVIDE' AS USED HEREIN MEANS TO FURNISH AND INSTALL AND CONNECT COMPLETE. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 6. SECURE AND PAY FOR ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES. 7. SUBMIT MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT FOR APPROVAL. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL CONDITIONS AND SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN WALL) ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE COMPRESSION OR SET -SCREW TYPE. a. MINIMUM SIZES OF CONDUITS SHALL BE 3/4" FOR EMBEDMENT IN CONCRETE AND 1/2" FOR ALL OTHER APPLICATIONS. ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS 1/2" MINIMUM SIZE. FLEXIBLE METALLIC CONDUIT MAY BE USED IN LIEU OF EMT ONLY WHERE PERMITTED BY LOCAL AUTHORITIES AND ONLY FOR LESS THAN 6 FOOT CONNECTIONS TO FIXTURES AND EQUIPMENT. PROVIDE SEPARATE GROUND CONDUCTOR. NO CONDUIT TO BE RUN IN DUCTWORK. c. MC CABLE MAY BE PROVIDED FOR BRANCH CIRCUITS AS PERMITTED BY CODE. 9. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. #10 AWG AND SMALLER SHALL BE SOLID. #8 AWG AND LARGER SHALL BE STRANDED. MINIMUM WIRE SIZE SHALL BE #12 AWG. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT. a. GENERAL WIRING SHALL BE THWN OR THHN. (ALUMINUM CONDUCTORS ARE NOT PERMITTED.) 10. WIRE CONNECTORS SHALL BE SCOTCHLOCK FOR #8 AWG AND SMALLER AND T &B "LOCK -TITE" FOR #6 AWG AND LARGER, OR EQUAL. 11. LUMINAIRES SHALL BE INSTALLED AS INDICATED ON ELECTRICAL PLANS. INSTALL ALL LUMINAIRES AND LAMPS. LUMINAIRES ARE FURNISHED BY OWNER AND LAMPS ARE PROVIDED BY CONTRACTOR. 12. BALLASTS FOR FLUORESCENT LAMPS SHALL BE OF THE ELECTRONIC TYPE WITH LESS THAN 20% TOTAL HARMONIC DISTORTION AND A POWER FACTOR OF 0.98 OR BETTER. LUMINAIRES CONTROLLED BY OCCUPANCY SENSORS SHALL HAVE RAPID START BALLASTS IN STORAGE ROOMS AND PROGRAMMED START BALLASTS IN CORRIDORS AND CLASSROOMS. 13. FLUORESCENT LAMPS SHALL BE MANUFACTURED BY PHILIPS 800 SERIES. a. COLOR TEMPERATURE SHALL BE AS FOLLOWS: i. CLASSROOMS AND BREAKROOMS - 4100K ii. OFFICES AND CORRIDORS - 3500K 0.I.C. CENTERS 3500K THROUGHOUT b. DO NOT USE U- SHAPED LAMPS. 14. PROVIDE LINE AND LOW VOLTAGE POWER AND CONTROL WIRING INCLUDING TEMPERATURE CONTROL, CONNECTIONS TO MOTORS, DAMPERS, INSTALLATION OF THERMOSTATS, INTERLOCKING, ETC. EXCEPT THAT WHICH IS SPECIFICALLY NOTED AS BEING BY MECHANICAL CONTRACTOR. 15. PROVIDE ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. ANY CUTTING SHALL HAVE PRIOR APPROVAL OF THE OWNER. SLEEVES SHALL EXTEND AT LEAST 2" ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN THEIR FIRE RATING. 16. COLOR OF WIRING DEVICES, SHALL BE AS SELECTED BY THE ARCHITECT. 17. RECEPTACLES SHALL BE 15A- 125V -3 WIRE GROUNDING TYPE EQUAL TO LEVITON 7599, OR 20A- 125V -3 WIRE GROUNDING TYPE EQUAL TO LEVITON 7899. 18. SWITCHES SHALL BE SPECIFICATION GRADE RATED 20A AT 120/277 VOLT LEVITON #5621. 19. SPECIAL DEVICES SHALL BE SPECIFICATION GRADE. 20. COLOR OF DEVICE PLATES SHALL MATCH DEVICES FOR FLUSH OUTLETS, USE GALVANIZED TRIMFIT STEEL FOR SURFACE OUTLETS. 21. DEVICE PLATES SHALL BE OF A STANDARD SIZE (2.75" WIDE) TO SUIT THE DEVICE(S) INSTALLED. THE USE OF OVERSIZED DEVICE PLATES AND SECTIONALIZED DEVICE PLATES IS NOT PERMITTED. 22. DEVICE PLATES SHALL BE INSTALLED WITH FOUR EDGES IN CONTINUOUS CONTACT WITH FINISHED WALL SURFACES WITHOUT THE USE OF MATS OR SIMILAR DEVICES. 23. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH DOOR IN DOOR, AND TYPEWRITTEN DIRECTORY. TWO AND THREE POLE . BREAKERS SHALL BE COMMON TRIP TYPE. 24. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON -FUSED AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC OR EQUAL. 25. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE -PIECE PRESSED STEEL KNOCKOUT TYPE. 26. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. 27. PROVIDE TEMPORARY POWER AND LIGHTING WIRING AS REQUIRED AND FURNISH EXTENSION CORDS FOR OWN USE. ANY TEMPORARY WIRING, FUSES, ETC., SHALL BE REMOVED UPON COMPLETION. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY CEC AND LOCAL CODES. 28. MAKE PROVISIONS FOR COMMUNICATIONS SERVICE AS REQUIRED AND AS SHOWN. 29. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED WILL BE BY GENERAL CONTRACTOR. 30. RECORD ALL FIELD CHANGES IN WORK AS THE JOB PROGRESSES, AND UPON COMPLETION TURN OVER TO THE OWNER A 'RECORD' SET OF PRINTS INDICATING THESE CHANGES. 31. CONDUIT SYSTEM FOR COMMUNICATIONS DISTRIBUTION WITHIN THE PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR INTERCONNECT COMPANY WIRES. OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 32. SINGLE PHASE STARTERS SHALL BE SQUARE D OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE. MAGNETIC MOTOR STARTERS SHALL BE USED FOR INTEGRAL HORSEPOWER MOTORS. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. 33. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION: DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS, PUSH BUTTON STATIONS. 34. WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO STEEL, CONCRETE OR MASONRY, BUT NOT TO PIPING. CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 LINES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. CONDUCTORS SHALL BE IN CONDUIT, DUCTS, OR APPROVED RACEWAYS. GUARANTEE: 35. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. 36. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY HIM. FINALLY: 37. IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. 38. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS IS APPROXIMATE AND THE OWNER'S REP SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. ELECTRICAL ABBREVIATIONS A AMPERES AFF ABOVE FINISHED FLOOR ATS AUTOMATIC TRANSFER SWITCH C/B CIRCUIT BREAKER CEC CAUFORNIA ELECTRICAL CODE CONC CONCRETE C. CONDUIT C.O. CONDUIT ONLY CX CONNECT TO EXISTING CIRCUIT EM EMERGENCY SERVICE EWC ELECTRIC WATER COOLER EX, MOST EQUIPMENT GROUND EXISTING F.A. FIRE ALARM GFI GROUND FAULT INTERRUPTER G GROUND HORIZ. HORIZONTALLY MOUNTED JB JUNCTION BOX LTG. LIGHTING MOTOR CONTROL CENTER MOUNTED MOUNTING HEIGHT NIGHT LIGHT NOT TO SCALE ON CENTER PH PHASE PIV POST INDICATOR VALVE PNL PANEL P POLE PB PULL BOX PVC POLYVINYL CHLORIDE REC RECEPTACLE RGS RIGID GALVANIZED STEEL SEC SECURITY SHT SHEET SS STAINLESS STEEL SWGR SWITCHGEAR TELE TELEPHONE TYP TYPICAL UC UNDER COUNTER UON UNLESS OTHERWISE NOTED ✓ VOLTS WH WATER HEATER W WATTS WP WEATHERPROOF XFMR TRANSFOMER MCC MTD. MTG. HT. NL NTS O/C b a.° RECEIVED MAR 012012 PERMITCENTER RECORD DRAWING NOTE VERIFY NEW AND EXISTING CONDUIT ROUTING CIRCUITING. PROVIDE OWNER WITH RECORD DRAWINGS OF AS -BUILT CONDITIONS, INCLUDING CIRCUITRY AND CONDUIT ROUTING, IN AUTOCADD 2006 FORMAT AND HARD COPY OF REDLINED AS- BUILTS. space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com Rizza Engineering, Inc. 12463 Rancho Bernardo Rd., #538 San Diego, California 92128 ph: 858.449.5732 e: robert.aarsleff @rizzaengineering.com :::,.... (/) w z J Z 0 z N (r) NI co (O W U a LLI J CO Lu > 00 LLIQZ Z O 0 :Q° � z2 (/) w OI-UQ � z ZjE- LL I W =O,--I � DoQ 0 O&)c/) MARK DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL 02.28.12 LANDLORD COMMENTS PROJECT NO: oic SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: REI CHK'D BY: REI COPYRIGHT: SHEET TITLE ELECTRICAL LEGEND AND SPECIFICATIONS E -1 SHEET OF 120 VAC PROCESSOR BOARD RELAY RELAY RELAY RELAY RELAY BOARD RELAY RELAY RELAY RELAY LIGHTING CONTROL PANEL TYPCIAL LIGHTING CONTROL PANEL DIAGRAMS NOT TO SCALE LOW VOLTAGE LED MASTER SWITCH 24V CONTROL COMMON LED WIRE PER MANUFACTURER WIRING DIAGRAMS 1113CIAL LOW VOLTAGE SWITCH DIAGRAM NOT TO SCALE PANEL ID: LPI NEW LOCATION: MAIN: BUS.AM PS M OUNTING: -152 200N3RM 1.225 :SURFACE: .C.B. KT 17 9 21 23 25 27 29 31 33 37 39 41 DESC I TION :TYPE: SKR: A IFEEDERSYSTEM FED:FROM:Iv DiSTPANEL iFEEDER:100P: :200 AMPS SYSTEM: 208 /120V, 4W PHB 1)10rikorNOIttIOWCONTINUOUS LCL: IlLONG-CONTINUOUS: RK::::DEMANQAMEiRECEPPS. KIT: r KITCHEN :PNL:: SWED:PNL RESla :UNIT MTR:::100TOR BKf TYPE DESCRI "1: C KT 2 : BLDG : HMANDITOVCRFOIL !LCL. ' - --.. 2011 1511 $20 t 500: / , ; 7„./. ,./.. , 790: '1: ' % , .., 4 p .0:- 1.1:611 - :SECURIFfl .EL 11:LOP - • :: SPARE 20,1 NON: • " , • tADF 1SEENOTE11.1 :ADVISORS REC 2011 / /./. 2011 20/1 NON - ' ' , "COPIER ... ...- $ENOT.E.11 MICROWIE. r :SENOTE:11 'WATERiiHEAITEW' 144 - SEENOMA 1:NON : , 401: .3120. 960 , A 7.),i ''.,: / , -2 :: 9001 ' 15/1 .... - M: - .11 REF AND:'0ENLIRECEPTS1 .::... W..S TROOM: ' „................. 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MIR SAME ME : 13216 ,, , /V '":•,,, ,.., j ,1 'Y 4 7/7 .: i - -,- VTR SA E AS CKTABOVE : SHOW N LCL 201 20/1 BREWER: EXISTING DUCT 1:N N , 20t1 /7'W •'' 4 ' ' , 1: .,_. 10011: C. , • 20/1 NON -- -- - - RECEPTION AND - ---- :- - .„,-- - - : BAR1SLANDS ilal -TINGIROOE,RECEPT 1:REC 2011 P 4. ; ' , ' /Av.' 13(Y , ,...,•' 4280 :700 „A ....- ,/ . . / ..f., 4 20/. - :SPARE„ iCONFERENCE IRECEFFS ROOM REC ' '''' -- . -- . - . -- - - 20/1 „ ' //` ,i, ,.. / - :.2:: ( • • 1:01.:' NON - WATERHEATERWH1 ' ' --- -...: ' ' --- -:- -------- - - ' SEE-NOTE:1i -SPARE: 20.11 • DUCT DE ECTOR 11BRKRILOCKIDEVICE: NON: ' NON ',, . ;.,./. 1" .‘ ; 100 : ‘,.. , 2080 MN SAME AS 4 10 12 18 20 22 24 26 28 0 32 40 42 GENT_ LOAD: NNECTED VA DE 24722 LONG CONTIK::, 144851 GEN1 RECEPT: MOTOR LOAD: KITC HEN LOAD: 4520 19648 960 D VA 24722 61 9 4520 110452 119 0 PHA:: l'PHRB• :PHIC 1415 I 16417 1 14770 4545 26.0 AMPS 47273 CONNECTEIILOAUPERIPHASE. !TOTAL. CONNECTED J(VA) TOTALIDEMANDVA: HIGH:PHASE:AMPS/LC 1G TIN G CO RO: HPANE : RELAY N UMBER ZONE CIRCUIT CONTROLLED LOAD DESCRIPTI CONTROL INPUTS TIME : CLOCk ASTRON. PHOTOCEL :OVERRIDE RELAY AMP' :.RATING :RELAY' VOLTS LP 1-21 FRONT tHOUSEt NTERIOR AUTOMATED GEN BRALOOHTING:: YES NO 20 1.20V FRONT OF H OUSE: INTERIOR AUTO IVIATEDACCENTIIGHTING 'YES: NO 20 .120V LP-1-21 FRONT OE.HOU5E . INTERIOR AUTOIVIATED V LIGHTING YES I.1$) LVIVI 20 120V LP S;NS AN D TOLiC14.F01 "YE$ :NO 120V LP1.- 1 .SIGNS AN D TOUCH FOIL S 20 120V :SPACE :SPACE .SPACE. LVM LOW:VOLTAGE ASTERS' NORMALMON TCH: 'NOTES:: ""1. LIGHTING:CONTROt:PANELSHALLBEEQLHPPED'WITHA-365 .. DA( ... PROGRA,' RD:NOWA T EC:LOCK LIGHTINGSHALEBE:SET"TUTUR.NDNANDZFFPER IVIALLiREm. REMENT:& 3;)PANELSHALLBELC&IIitG"R1408 ---SMPE1 -4GR1408 LT-SNE,--DTCAVIOD::-DV. SINGLE LINE GENERAL NOTES: A. ALL ELECTRICAL EQUIPMENT SHOWN IS EXISTING UNLESS OTHERWISE INDICATED. B. DIAGRAM BASED ON INFORMATION AVAILABLE. ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL EXISTNG EQUIPMENT. SINGLE LINE NOTES: EXISTING MALL SWITCHBOARD IN MALL ELECTRICAL ROOM, 277/480V, 3-PH, 4 WIRE. FIELD VERIFY. EXISTING TENANT METER PER UTILITY COMPANY STANDARDS IN MALL ELECTRICAL ROOM. REPLACE EXISTING 100 AMP FUSED SWITCH WITH NEW 200 AMP FUSED SWITCH AND FUSES AS INDICATED. REPLACE EXISTING FEEDER TO PANEL 'LP1' AS INDICATED. PROVIDE SEPARATE PRICE FOR REPLACEMENT OF CONDUIT IF CONDUIT IS NOT A 2" CONDUIT. NEW LIGHTING CONTROL PANEL REPLACE EXISTING 100 AMP 208/120V., 3-PHASE, 4-WIRE PANELBOARD WITH NEW 200 AMP PANELBOARD AS INDICATED ON SCHEDULE. LANDLORD SPACE EXISTING 2"C. - /— NEW 4#3/0, 1#6 EG L: 150FT; VD: 1% NEW 1;1 3P 200AS 200AF RK1 LANDLORD'S SWITCHBOARD 0 y 1200A 208/120V., 3-PH, 4-W TENANT SPACE NEW PANEL LP1 4=1 3P 200A MCB SINGLE LINE DIAGRAM NOT TO SCALE UM NAME E. DULE FIXTURE TYPE Al MOUNTING iD CR1 PT1ON RECESS :!RECESSEDiCOMPACT: EL UORESCENT:DOWNLIGHTWITN VERTICAL LAMP-,ANDV"'ROUNRREFLECTOR:,.PROVIDE AIZAKREKECTOM PROVt0EITRIVERINGAND1.1MP:': 'WITH '113:RACKE1;S 1VIANUFACTURER AN CATALOG- NUMB ER' MEGA S632PLTLPT6CS: ca0:33; NO. OF LAMPS LANIFTypf: VVATTS VOLTS 36W -UN V RECESS SIIVIILAR 0 TYPE Al 8 . 190 MI 7130t0 N EM ERGENCTBATTERYPACIC NUTE, OIVIEGA S632P LTI Q1033: ELI-T6CS-IE CF32TT in WATTS: 35poKii 41 W 'UN 120\:M BALLAST A2 ECESS: sim LAR TO Al BUT PROVIDE WITH REFLECTOR WITH BRACKETS ALL WASH OMEGA 58,32FLTUJEWWCS:: Q1033i CF32TT 32 WATTS 3500K 36 W UN V PENDANT PENDANT MOUNTED.LIN EAR:FLUORESCENT :.:SUSPE.NDEDDfRECTSNDI :CT . CAB LE RE, ALUMINUM UGHTQLJER F7762AL214 F54TS 54:yftxfiF5,: 121.W 120V :IRECESS :.Z.X:424LAMPIRE-0E5SE0UNEAR FLUORESCE NT FIXTURE; PRISMATIC ACRYLIC LENS4ELECTRONIC 'BALLAST. FORINtillyt GRD CEILING 2T08+23:24.2UNWEBIORS F32T8 32 WATTS 54:w. UN V CE ECESS :2'X4:24LAJVP'RECESSED: LIN EAR FLUO RESCENT-- FIXTURE:, PR iSIVIATICACRYLIC LEN%, ELECTRO,NIC BALLAST, FOR LAY IN GR D CEILING. PROVIDE WITH 90 MINUTE, 1100 LUMEN EM ER GENCY::BATTERY PACK DAY"BRITE: 2T0812324ADVU V-EB10 S- in:2U 32WATTS: 62-W: UN V 120V E M BALLAST DE 'SURFACE': $URFACEAVIOVNTE:PVNEARTWOREKENTIFIXTURE WHiTEWRARAROUNDiAMIC LENS, NUTE 700 .LL. ENEM ER GENCriBA: DAY :RITE WB132-WO-U MT- E7 fa:2170U r3:2 WA170::, 31-W UNW 120V EM ,RA.Lbla PEN DANT PENDANT MOU NTED maTEGLA5sim WITN:47 MONO-POINT CAN 'CHROME,FIN5K LOW VOLTAGE HALOGEN: WH ORATIVE MONOPO IIND:MATTEII ITE NT, --PROVI DE TE BRUCKUNIAIGHTS. KANE:UMW 22C050 : MC/MP MR16 20 VVATTS 22 W LOW VOLTAG ::RECESS: RECESSED: tOWVOLTA.GE:tED SIVIALLAPERTU RE DOWNLIGHT"WITH::DECORATWFCLEAR.:GLASSTRtm-:: ANPHIVIAVE. CHROMERNIK.FINTAIR :QW.N ER. PROVIDE M 20 wArrs. FR'LABEVTGLI mrr WATFWE'rci: LEUCOSUSA :1510 E2 ALTERNATE- QM QM4LED2042 EGA O.R4L.E1I- PLO: WHITE:LED 5000K 21 w 1.20V" :SURFACE:I: L1NEAR::FLUORESCENTUNDERC:ABINET LIGHT : HITE ACRYLIC LENS DAYBRITE 8UC132W UNV LP1835 F32T6 .32 WATTS 34 W :UN v: X1 ;-CE$5:: RECESSED SINGLE .poto RHO FAC E:::thatLEAWPANEL.EXIT$UOM ELEDSHALL -,,PER LOCAL BULDINGOODE„ CHEVRONS AS :NOTEIXONAAN 'BACX4R,:f T RE PROVIDED ,..'EMERGENCYi !BATTERY BrOWN ALC KO RGLO:--ELEDXP' LED :51-41 X3 SURFACE SINGLE:0CE LED.EXITSIGN :COLOROF, ED:MAL ,,,RE PERIOCALBUILDING CODE,ZHEVRONSAS:NOTEDEGN PLAW EMERGENCY13ATTERYIA0X,UPFIXTURE PROVIDED BY"OWNEK: MCPHILBEN: VE*- ELM SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED MAR 01 2012 PERMIT CENTER RECORD DRAWING NOTE VERIFY NEW AND EXISTING CONDUIT ROUTING CIRCUITING. PROVIDE OWNER WITH RECORD DRAWINGS OF AS—BUILT CONDITIONS, INCLUDING CIRCUITRY AND CONDUIT ROUTING, IN AUTOCADD 2006 FORMAT AND HARD COPY OF REDLINED AS—BUILTS. space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo@san.rr.com Rizza Engineering, Inc. 12463 Rancho Bernardo Rd., #538 San Diego, California 92128 ph: 858.449.5732 e: robert.aarsieff@rizzaengineering.com MARK DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL 02.28.12 LANDLORD COMMENTS PROJECT NO: oic_SEATTLE-SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: REI CHK'D BY: REI COPYRIGHT: SHEET TITLE SINGLE LINE DIAGRAM AND SCHEDULES E-2 SHEET OF SERVICE CORRIDOR EXIT. ELEC.� 1 LIGHTING CONTROL a CI d3f LP1 -19 m fg A m 100-K ONFERENC LP1 -19 LP1 -21 D LP1 -19 %100- v1 RR 000 0n LP1 -19 S b LP1 -19 mn MANAGER r 100 -J • 1 •1L a P1-21 • b LP1 6 3 b b OLP1 -21 �LP1 ADJ. TEI \JA.0 \T ( 100 -E LP1 -2 ADVISOR # 21 b O LP1 -21 100 -D_ COFFEE/PRINT Oa LP1-21 100 -B MEDIA BAR Oa LP1 -21 m Oa LP1-2K Oa LP1– L '1,'x4; „L a 424 LP1 -21 Oa m LP1-21 LP1 -21 Oa LP1– m d3f O fg ©A LP1 -19 • ELWP, GFI ,LP1-35 ON ROOF SERVICE CORRIDOR LIGHTING BACK DOOR CONTROL BUZZER PUSHBUTTON O f 1 P: LP1 -19 ADVISOR 4400 • /ADVISOR 1C0 a P1--21 e' LP1 -21® D Ib LP1 -21 LP1-2 Oa LP1 -21 Oa LP1 -21 Al 75VA Oa Oa LP1-21 LP1 -21 , 0 -C j LP1-21 LOUNGE 1 -21 LV IMICIIESNEWEEMLESEINERBENIERMIL SECURITY PANEL 11 ADJ. TENANT LIGHTING PLP1N SCALE: 1/4" = 1' -0" LP1-2 LP1-2 LP1-4 `'tP i – . .J CONFERENCE VERIFY FINAL LOCATION ON ROOF WITH MALL STAFF 3P 60AS 45AF RK5 LP1- 23/25/27 3/4 "C. 3 #8,# 10EG EXISTING TO REMAIN LP1- 28/30/32 3/4 "C. 3 #6, #8EG cec LP1 -10 11'3P \ 60AS 40AF El LP1 -41' _ FO DUCT SMOK DETECTOR ENTRY SPEAK SEE R NSOR LOCATION 00- RR LP1-/ 0 ; LP1-46/422,) NOTE: ALL WIRES ARE TO BE TAUT WITH A MINIMUM OF 3 TIGHT TURNS AROUND SELF TYPICAL #9 SAFETY WIRE TIED TO SEISMIC CLIPS OR SAFTEY WIRE SUPPORT HOLES & FASTENED TO BLDG. STRUCTURE. MIN- IMUM (2) SAFETY WIRES PER LIGHT FIXTURE PLP10ED AT DIAGONAL CORNERS 110 STORAGE I 4P1 . –.34 dik LP1 -8 LP1 -1 1 3 2 #8 + #10 EG LP1 -10 1.2/,.2/72 1'a,ni: O 12/4.'2/72 TE:NNSCO P1 -6 ADVISOR. #4. X100 -H j A DJ. TE j� NA \ LP1– � 100 -E - ADVISOR #1 ADVI OR #2 `` 100 -F ) P1 -5 111 r AD POWER AND SYSTEMS PLP1N (1100 -D COFFEE/PRINT cet LP1 -14 9.P LP1 -18 orec LP1 –18 LP1-5 100 -C1 LO te' E LP1 -17 DS DS ITfl BLDk, SIGN '1 tP 0 • L` EN ,NT SCALE: 1/4" = 1' -0" HILTI CC27 CLIP OR EQUAL SAFETY WIRE SUPPORT HOLE, TYPICAL EXPOSED T –BAR CEILING SEISMIC RESTRAINT CLIP MINIMUM (2) PER LIGHT FIXTURE TYPICAL FASTEN SEISMIC RESTRAINT CLIP WITH HEX WASHER HEAD SHEET METAL SCREWS. MINUMUM (2) PER CLIP (OPTIONAL METHOD) USE IF SAFETY WIRES SUPPORT HOLES ARE NOT PROVIDED W /FIXTURE RECESSED LUMINAIRE SEISMIC DETAIL SCALE: NONE FLEX CONDUIT TO BOX 3" FOUR –PLEX MOUNTED TO CABINET WITH NDUSTRIAL COVER PLP1STIC BUSHING �-- CABINET AT RECEPTION /MEDIA BAR FLOOR ISLP1ND CONDUIT DETAIL CONDUIT STUB –UPS gg SCALE: NONE J MALL KEY NOTES: O1 PROVIDE NEW #6 GROUND FROM TELEPHONE BACKBOARD TO NEW GROUND ROD BELOW BACKBOARD. O PROVIDE 120V CONNECTION TO SIGNAGE AND LIGHT BOXES. HOMERUN VIA LIGHTING CONTROL PANEL O PROVIDE ONE 3/4 "C. AND CIRCUIT SHOWN ON PLP1NS FROM ISLP1 ND CABINET STUB UP TO PANEL PROVIDE ONE 1"C. FOR DATA FROM ISLP1ND CABINET STUB UP TO ACCESSIBLE CEILING. PROVIDE ONE 1 -1 /4 "C.O. FOR A/V FROM ISLP1ND CABINET STUB UP TO ACCESSIBLE CEILING. O SAW CUT OR CORE AND PATCH, LIQUID TIGHT SEAL, FOR CONDUIT ROUTING. VERIFY WITH OWNER AND ARCHITECT FLOOR TYPE AND AVAILP1 BILITY PRIOR TO ROUGH IN. O5 AS DESCRIBED BY NOTE 3, STUB UP CONDUIT AT THIS LOCATION FOR POWER, DATA AND A/V. PROVIDE THREE CABLES FROM MDF TO ISLP1ND DESK FOR DATA. CONNECT POWER CONDUCTORS TO ISLP1 ND DESK DEVICES. REFER TO ISLP1 ND CONDUIT DETAIL THIS SHEET. O PROVIDE THREE GANG JUNCTION BOX AND MUD RING. PROVIDE 1 "C.O. AND PULL STRING FROM JUNCTION BOX TO ACCESSIBLE CEILING. O PROVIDE LOW VOLTAGE TRANSFORMER. CONCEAL IN AN ACCESSIBLE AND WELL VENTILP1TED LOCATION. 08 PROVIDE LOW VOLTAGE OVERRIDE SWITCH. SWITCH SLP1LL LP1VE FOUR PUSH BUTTONS, PRE – PROGRAMMED TO ONE SCENE PER BUTTON. TOP BUTTON – ALL ZONES "ON" BUTTON #2 – ZONE B ONLY "ON /OFF" BUTTON #3 – ZONE C ONLY "ON /OFF" BOTTOM BUTTON – ALL ZONES "OFF" PROVIDE UNSWITCHED HOT LEAD FROM CIRCUIT SUPPLYING THIS FIXTURE TO EMERGENCY BALLP1ST. PROVIDE NEMA 5 -15R RECEPTACLE AT THIS LCOATION.. MOUNT ABOVE LIGHT SWITCH. PROVIDE 120V CONNECTION TO LCD INTERACTIVE TOUCH FOIL 13 EXISTING ELECTRICAL BRANCH CIRCUIT TO MECHANICAL EQUIPMENT SHALL REMAIN AND BE REUSED. 14 AS DESCRIBED BY NOTE 3, STUB UP CONDUIT AT THIS LOCATION FOR POWER, DATA AND A/V. • PROVIDE FIVE CABLES FROM MDF TO ISLP1ND DESK FOR DATA. TERMINATE POWER CONDUCTORS AT FOUR SQUARE BOX ATTACHED TO ISLP1ND DESK. REFER TO ISLP1ND CONDUIT DETAIL, THIS SHEET. 15 PROVIDE A DOOR ENTRY CHIME SYSTEM AS NOTED BELOW (SYSTEM IS SUBJECT TO NATIONAL UNIVERSITY APPROVAL): CEIUNG MOUNTED INFRARED DETECTION – NOTHING SLP1LL BE MOUNTED ON THE DOOR OR AT FLOOR LEVEL – WITH AN ARROW FRONT TO BACK BEAM PATTERN AND A WIDE SIDE TO SIDE BEAM PATTERN; BOTH FRONT AND BACK DOOR (WHEN BACK DOOR IS PRESENT) NOTIFICATION WITH TWO DISTINCT SOUNDS; NOTIFICATION IN AT ADVISORS AREA ONLY; VOLUME LEVEL SWITCH LOCATED IN THE ADVISORS AREA. 16 PROVIDE WIREMOLD RFB6E FLOOR BOX WITH EVOLUTION SERIES COVER PLATE AND RECEPTACLES AS NOTE ON DETAIL 'D' THIS SHEET. — S4OBBTCAL– FLANGED COVER ASSEMBLY 1-11 1" DATA CONDUIT 1" REDUCER FOR 1 -1/4" KNOCKOUT 9 3/4" POWER CONDUIT A/V CONDUIT ) Dl U 4 GENERAL NOTES: A. PROVIDED ONLY FOR REFERENCE: NFPA 101 SECTION 38.2.4.6 STATES "A SINGLE EXIT SLP1LL BE PERMITTED FOR A SINGLE– TENANT SPACE /BUILDING TWO OR FEWER STORIES IN HEIGHT, PROVIDED TLP1T...(1) THE BUILDING IS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM..." AND "(2) THE TOTAL TRAVEL TO THE OUTSIDE DOES NOT EXCEED 100FT." THIS SPACE LP1S AN AUTOMATIC SPRINKLER SYSTEM AND THE TRAVEL DISTANCE IS LESS TLP1N 100FT. THEREFORE ONLY ONE EXIT IS REQUIRED. NFPA 101 SECTION 7.10.1.2.1 STATES "EXITS, OTHER TLP1N MAIN EXTERIOR EXIT DOORS TLP1T OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS, SLP1 LL BE MARKED BY AN APPROVED SIGN..." THIS SPACE LP1S ONLY ONE EXIT WHICH IS OBVIOUS AND CLEARLY VISIBLE FRONT DOOR, THEREFORE NO EXIT SIGNS ARE REQUIRED. B. REFERENCE EF SHEETS FOR SPECIFIC OUTLET LOCATIONS. C. REFERENCE REFLECTED CEILING PLAN FOR SPECIFIC UGHT FIXTURE LOCATIONS. D. VERIFY EXACT MOUNTING HEIGHT AND LOCATION OF ALL DEVICES, WITH OWNER AND ARCHITECT PRIOR TO ROUGH IN. E. EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT AND FIRE DEPARTMENT APPROVAL. F. ALL LIGHT FIXTURES, EQUIPMENT, WIRING METHODS, ETC. WITHIN . A CEILING RETURN AIR PLENUM SLP1 LL COMPLY WITH THE CALIFORNIA ELECTRICAL CODE AND ANY ADDITIONAL BUILDING DEPARTMENT REQUIREMENTS. VERIFY IF ANY ADDITIONAL BUILDING DEPARTMENT REQUIREMENTS WITH THE BUILDING DEPARTMENT AND THE ARCHITECT PRIOR TO BID. G. BRANCH CIRCUITRY INDICATED FOR REFERENCE TO INDICATING BRANCH CIRCUITRY AS REQUIRED BY CITY OF LOS ANGELES CODE 93.0207 (q) AND IS NOT A REQUIREMENT OF HOW TO ROUTE CONDUITS. H. ALL LIGHTING CONTROL DEVICES SLP1 LL CONTROL DEVICES AND EQUIPMENT SLP1 LL BE CERTIFIED BY THE STATE OF WASHINGTON ENERGY COMMISSION. O1 RFB6DP– INTERNAL DUPLEX RECEPTACLE BRACKET. O RFB6RT– INTERNAL COMMUNICATION BRACKET. O3 RFB6EXT– INTERNAL AUDIO VIDEO BRACKET. O RFB6B– INTERNAL BLANK BRACKET. MULTIMEDIA FLOOR BOX AND INSTALLATION DETAIL NOT TO SCALE N i 120V AC DC o o WALL SWITCHES QUANTITY PER PLP1NS TO LIGHT FIXTURES SWITCHPACK LOCATE ABOVE ACCESSIBLE CEILING IN 4" SQUARE JUNCTION BOX. INTERCEPT LIGHTING CIRCUIT AS IT ENTERS C INTO ROOM OR AREA CONTROLLED BY NEW SENSORS CEILING MOUNTED MOTION SENSOR QUANTITY PER PLP1NS RECEIVED MAR 012012 PERMITCENTER CEILING MOTION SENSOR WIRING DIAGRAM NOT TO SCALE t 0 ILk SEPARATE PERMti'AND APPROVAL REQUIRED WITH LOCAL SWITCHING RECORD DRAWING NOTE VERIFY NEW AND EXISTING CONDUIT ROUTING CIRCUITING. PROVIDE OWNER WITH RECORD DRAWINGS OF AS —BUILT CONDITIONS, INCLUDING CIRCUITRY AND CONDUIT ROUTING, IN AUTOCADD 2006 FORMAT AND HARD COPY OF REDLINED AS— BUILTS. space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com Rizza Engineering, Inc. 12463 Rancho Bernardo Rd., #538 San Diego, California 92128 ph: 858.449.5732 e: robert.aarsleff @rizzaengineering.com ›- (f) w z J Z 0 z NFORMATION CENTER N W U J � W J 65 JQZ J2O 1. .1 Et <uJo Z i'O< Z�� VOW =(i) H DQ< 0 O�w Cf) N MARK DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL 02.28.12 LANDLORD COMMENTS PROJECT NO: oic_SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: REI CHK'D BY: REI COPYRIGHT: SHEET TITLE ELECTRICAL PLP1 NS AND DETAILS E -3 SHEET OF _ L Jul illriA 11 , EC-R1-ION IMICIIESNEWEEMLESEINERBENIERMIL SECURITY PANEL 11 ADJ. TENANT LIGHTING PLP1N SCALE: 1/4" = 1' -0" LP1-2 LP1-2 LP1-4 `'tP i – . .J CONFERENCE VERIFY FINAL LOCATION ON ROOF WITH MALL STAFF 3P 60AS 45AF RK5 LP1- 23/25/27 3/4 "C. 3 #8,# 10EG EXISTING TO REMAIN LP1- 28/30/32 3/4 "C. 3 #6, #8EG cec LP1 -10 11'3P \ 60AS 40AF El LP1 -41' _ FO DUCT SMOK DETECTOR ENTRY SPEAK SEE R NSOR LOCATION 00- RR LP1-/ 0 ; LP1-46/422,) NOTE: ALL WIRES ARE TO BE TAUT WITH A MINIMUM OF 3 TIGHT TURNS AROUND SELF TYPICAL #9 SAFETY WIRE TIED TO SEISMIC CLIPS OR SAFTEY WIRE SUPPORT HOLES & FASTENED TO BLDG. STRUCTURE. MIN- IMUM (2) SAFETY WIRES PER LIGHT FIXTURE PLP10ED AT DIAGONAL CORNERS 110 STORAGE I 4P1 . –.34 dik LP1 -8 LP1 -1 1 3 2 #8 + #10 EG LP1 -10 1.2/,.2/72 1'a,ni: O 12/4.'2/72 TE:NNSCO P1 -6 ADVISOR. #4. X100 -H j A DJ. TE j� NA \ LP1– � 100 -E - ADVISOR #1 ADVI OR #2 `` 100 -F ) P1 -5 111 r AD POWER AND SYSTEMS PLP1N (1100 -D COFFEE/PRINT cet LP1 -14 9.P LP1 -18 orec LP1 –18 LP1-5 100 -C1 LO te' E LP1 -17 DS DS ITfl BLDk, SIGN '1 tP 0 • L` EN ,NT SCALE: 1/4" = 1' -0" HILTI CC27 CLIP OR EQUAL SAFETY WIRE SUPPORT HOLE, TYPICAL EXPOSED T –BAR CEILING SEISMIC RESTRAINT CLIP MINIMUM (2) PER LIGHT FIXTURE TYPICAL FASTEN SEISMIC RESTRAINT CLIP WITH HEX WASHER HEAD SHEET METAL SCREWS. MINUMUM (2) PER CLIP (OPTIONAL METHOD) USE IF SAFETY WIRES SUPPORT HOLES ARE NOT PROVIDED W /FIXTURE RECESSED LUMINAIRE SEISMIC DETAIL SCALE: NONE FLEX CONDUIT TO BOX 3" FOUR –PLEX MOUNTED TO CABINET WITH NDUSTRIAL COVER PLP1STIC BUSHING �-- CABINET AT RECEPTION /MEDIA BAR FLOOR ISLP1ND CONDUIT DETAIL CONDUIT STUB –UPS gg SCALE: NONE J MALL KEY NOTES: O1 PROVIDE NEW #6 GROUND FROM TELEPHONE BACKBOARD TO NEW GROUND ROD BELOW BACKBOARD. O PROVIDE 120V CONNECTION TO SIGNAGE AND LIGHT BOXES. HOMERUN VIA LIGHTING CONTROL PANEL O PROVIDE ONE 3/4 "C. AND CIRCUIT SHOWN ON PLP1NS FROM ISLP1 ND CABINET STUB UP TO PANEL PROVIDE ONE 1"C. FOR DATA FROM ISLP1ND CABINET STUB UP TO ACCESSIBLE CEILING. PROVIDE ONE 1 -1 /4 "C.O. FOR A/V FROM ISLP1ND CABINET STUB UP TO ACCESSIBLE CEILING. O SAW CUT OR CORE AND PATCH, LIQUID TIGHT SEAL, FOR CONDUIT ROUTING. VERIFY WITH OWNER AND ARCHITECT FLOOR TYPE AND AVAILP1 BILITY PRIOR TO ROUGH IN. O5 AS DESCRIBED BY NOTE 3, STUB UP CONDUIT AT THIS LOCATION FOR POWER, DATA AND A/V. PROVIDE THREE CABLES FROM MDF TO ISLP1ND DESK FOR DATA. CONNECT POWER CONDUCTORS TO ISLP1 ND DESK DEVICES. REFER TO ISLP1 ND CONDUIT DETAIL THIS SHEET. O PROVIDE THREE GANG JUNCTION BOX AND MUD RING. PROVIDE 1 "C.O. AND PULL STRING FROM JUNCTION BOX TO ACCESSIBLE CEILING. O PROVIDE LOW VOLTAGE TRANSFORMER. CONCEAL IN AN ACCESSIBLE AND WELL VENTILP1TED LOCATION. 08 PROVIDE LOW VOLTAGE OVERRIDE SWITCH. SWITCH SLP1LL LP1VE FOUR PUSH BUTTONS, PRE – PROGRAMMED TO ONE SCENE PER BUTTON. TOP BUTTON – ALL ZONES "ON" BUTTON #2 – ZONE B ONLY "ON /OFF" BUTTON #3 – ZONE C ONLY "ON /OFF" BOTTOM BUTTON – ALL ZONES "OFF" PROVIDE UNSWITCHED HOT LEAD FROM CIRCUIT SUPPLYING THIS FIXTURE TO EMERGENCY BALLP1ST. PROVIDE NEMA 5 -15R RECEPTACLE AT THIS LCOATION.. MOUNT ABOVE LIGHT SWITCH. PROVIDE 120V CONNECTION TO LCD INTERACTIVE TOUCH FOIL 13 EXISTING ELECTRICAL BRANCH CIRCUIT TO MECHANICAL EQUIPMENT SHALL REMAIN AND BE REUSED. 14 AS DESCRIBED BY NOTE 3, STUB UP CONDUIT AT THIS LOCATION FOR POWER, DATA AND A/V. • PROVIDE FIVE CABLES FROM MDF TO ISLP1ND DESK FOR DATA. TERMINATE POWER CONDUCTORS AT FOUR SQUARE BOX ATTACHED TO ISLP1ND DESK. REFER TO ISLP1ND CONDUIT DETAIL, THIS SHEET. 15 PROVIDE A DOOR ENTRY CHIME SYSTEM AS NOTED BELOW (SYSTEM IS SUBJECT TO NATIONAL UNIVERSITY APPROVAL): CEIUNG MOUNTED INFRARED DETECTION – NOTHING SLP1LL BE MOUNTED ON THE DOOR OR AT FLOOR LEVEL – WITH AN ARROW FRONT TO BACK BEAM PATTERN AND A WIDE SIDE TO SIDE BEAM PATTERN; BOTH FRONT AND BACK DOOR (WHEN BACK DOOR IS PRESENT) NOTIFICATION WITH TWO DISTINCT SOUNDS; NOTIFICATION IN AT ADVISORS AREA ONLY; VOLUME LEVEL SWITCH LOCATED IN THE ADVISORS AREA. 16 PROVIDE WIREMOLD RFB6E FLOOR BOX WITH EVOLUTION SERIES COVER PLATE AND RECEPTACLES AS NOTE ON DETAIL 'D' THIS SHEET. — S4OBBTCAL– FLANGED COVER ASSEMBLY 1-11 1" DATA CONDUIT 1" REDUCER FOR 1 -1/4" KNOCKOUT 9 3/4" POWER CONDUIT A/V CONDUIT ) Dl U 4 GENERAL NOTES: A. PROVIDED ONLY FOR REFERENCE: NFPA 101 SECTION 38.2.4.6 STATES "A SINGLE EXIT SLP1LL BE PERMITTED FOR A SINGLE– TENANT SPACE /BUILDING TWO OR FEWER STORIES IN HEIGHT, PROVIDED TLP1T...(1) THE BUILDING IS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM..." AND "(2) THE TOTAL TRAVEL TO THE OUTSIDE DOES NOT EXCEED 100FT." THIS SPACE LP1S AN AUTOMATIC SPRINKLER SYSTEM AND THE TRAVEL DISTANCE IS LESS TLP1N 100FT. THEREFORE ONLY ONE EXIT IS REQUIRED. NFPA 101 SECTION 7.10.1.2.1 STATES "EXITS, OTHER TLP1N MAIN EXTERIOR EXIT DOORS TLP1T OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS, SLP1 LL BE MARKED BY AN APPROVED SIGN..." THIS SPACE LP1S ONLY ONE EXIT WHICH IS OBVIOUS AND CLEARLY VISIBLE FRONT DOOR, THEREFORE NO EXIT SIGNS ARE REQUIRED. B. REFERENCE EF SHEETS FOR SPECIFIC OUTLET LOCATIONS. C. REFERENCE REFLECTED CEILING PLAN FOR SPECIFIC UGHT FIXTURE LOCATIONS. D. VERIFY EXACT MOUNTING HEIGHT AND LOCATION OF ALL DEVICES, WITH OWNER AND ARCHITECT PRIOR TO ROUGH IN. E. EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT AND FIRE DEPARTMENT APPROVAL. F. ALL LIGHT FIXTURES, EQUIPMENT, WIRING METHODS, ETC. WITHIN . A CEILING RETURN AIR PLENUM SLP1 LL COMPLY WITH THE CALIFORNIA ELECTRICAL CODE AND ANY ADDITIONAL BUILDING DEPARTMENT REQUIREMENTS. VERIFY IF ANY ADDITIONAL BUILDING DEPARTMENT REQUIREMENTS WITH THE BUILDING DEPARTMENT AND THE ARCHITECT PRIOR TO BID. G. BRANCH CIRCUITRY INDICATED FOR REFERENCE TO INDICATING BRANCH CIRCUITRY AS REQUIRED BY CITY OF LOS ANGELES CODE 93.0207 (q) AND IS NOT A REQUIREMENT OF HOW TO ROUTE CONDUITS. H. ALL LIGHTING CONTROL DEVICES SLP1 LL CONTROL DEVICES AND EQUIPMENT SLP1 LL BE CERTIFIED BY THE STATE OF WASHINGTON ENERGY COMMISSION. O1 RFB6DP– INTERNAL DUPLEX RECEPTACLE BRACKET. O RFB6RT– INTERNAL COMMUNICATION BRACKET. O3 RFB6EXT– INTERNAL AUDIO VIDEO BRACKET. O RFB6B– INTERNAL BLANK BRACKET. MULTIMEDIA FLOOR BOX AND INSTALLATION DETAIL NOT TO SCALE N i 120V AC DC o o WALL SWITCHES QUANTITY PER PLP1NS TO LIGHT FIXTURES SWITCHPACK LOCATE ABOVE ACCESSIBLE CEILING IN 4" SQUARE JUNCTION BOX. INTERCEPT LIGHTING CIRCUIT AS IT ENTERS C INTO ROOM OR AREA CONTROLLED BY NEW SENSORS CEILING MOUNTED MOTION SENSOR QUANTITY PER PLP1NS RECEIVED MAR 012012 PERMITCENTER CEILING MOTION SENSOR WIRING DIAGRAM NOT TO SCALE t 0 ILk SEPARATE PERMti'AND APPROVAL REQUIRED WITH LOCAL SWITCHING RECORD DRAWING NOTE VERIFY NEW AND EXISTING CONDUIT ROUTING CIRCUITING. PROVIDE OWNER WITH RECORD DRAWINGS OF AS —BUILT CONDITIONS, INCLUDING CIRCUITRY AND CONDUIT ROUTING, IN AUTOCADD 2006 FORMAT AND HARD COPY OF REDLINED AS— BUILTS. space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 619.342.4060 e: jjorgo @san.rr.com Rizza Engineering, Inc. 12463 Rancho Bernardo Rd., #538 San Diego, California 92128 ph: 858.449.5732 e: robert.aarsleff @rizzaengineering.com ›- (f) w z J Z 0 z NFORMATION CENTER N W U J � W J 65 JQZ J2O 1. .1 Et <uJo Z i'O< Z�� VOW =(i) H DQ< 0 O�w Cf) N MARK DATE DESCRIPTION 12.15.11 PLAN CHECK SUBMITTAL 02.28.12 LANDLORD COMMENTS PROJECT NO: oic_SEATTLE- SOUTHCENTER_1211 CAD DWG FILE: DRAWN BY: REI CHK'D BY: REI COPYRIGHT: SHEET TITLE ELECTRICAL PLP1 NS AND DETAILS E -3 SHEET OF LANDLORD COMMENTS I. SCHEDULE BALANCING WITH THE LANDLORD'S FIELD REPRESENTATIVE. PROVIDE A COPY OF THE APPROVED TEST AND BALANCE REPORT TO THE LANDLORD. 2. EXCEPT FOR FINAL RUNOUT DEVICE, ALL DUCTWORK, REGARDLESS OF AGE, SHALL BE RIGID SHEET METAL. FIBERGLASS DUCTBOARD IS NOT ACCEPTABLE. REPLACE EXISTING DUCT AS MAY BE ACCEPTABLE. NO ALTERNATE FOR FIBERGLASS WILL BE CONSIDERED. 3_ MAXIMUM AGGREGATE LENGTH OF FLEX DUCT IS 5 FEET_ ANY CHANGE IN DIRECTION THAT MIGHT OCCUR IN FLEX DUCT RUN MUST BE IN RIGID SHEET METAL ELBOWS. MECHANICAL PLAN CHECK NOTES 1 ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER ALL STATE AND LOCAL. CODES. 2. A MAINTENANCE LABEL SHALL BE AFFIXED TO MECHANICAL EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE OWNER'S USE. THE LABEL SHALL CLEARLY INDICATE THE ROUTINE MAINTENANCE ACTIONS WHICH MUST BE PERFORMED TO MAINTAIN THE EQUIPMENT IN EFFICIENT OPERATING CONDITION, OR INDICATE BY NUMBER WHICH MAINTENANCE OR OPERATIONS MANUALS EXPLAIN THE MAINTENANCE REQUIREMENTS IN GREATER DETAIL. 3. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER ALL STATE AND LOCAL CODES. MANUFACTURERS AND SUPPLIERS SHALL PROVIDE ALL NECESSARY DATA FOR COMPLIANCE. PROVIDE COMPLIANCE CERTIFICATES WITH EQUIPMENT SUBMITTALS. 4. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY CHAPTER 6 OF THE CURRENT IMC (5MACNA STANDARDS ARE ACCEPTABLE PROVIDED THEY MEET OR EXCEED IMC) 5. ALL PIPING AND DUCTWORK 5HALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF ALL STATE AND LOCAL CODES AND CHAPTER 6 OF THE CURRENT I.M.C. INSULATION MATERIALS SHALL MEET ALL STATE AND LOCAL CODE REQUIREMENTS. 6. ALL DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER ALL STATE AND LOCAL CODES. 1 ALL HVAC SYSTEMS SHALL MEET THE VENTILATION REQUIREMENTS PER ALL LOCAL AND STATE CODES. 8. AREA SEPARATION WALLS: A. PENETRATIONS OF FIRE - RESISTIVE WALLS, FLOOR - CEILINGS AND ROOF - CEILINGS SHALL BE PROTECTED AS REQUIRED IN CURRENT IBC. B. NO RANGE 1400D VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING DUCTS ARE PERMITTED IN AREA SEPARATION WALLS. 9. PROVIDE SMOKE DETECTORS FOR AIR MOVING SYSTEMS EXCEEDING 2000 CFM AT MAIN SUPPLY DUCTS PER IMC 609. PROVIDE PHOTOELECTRIC TYPE DETECTOR THAT 15 WIRED TO SHUT DOWN THE POWER SOURCE OF THE AIR MOVING DEVICE. DETECTOR SHALL BE UL AND SFM LISTED FOR THE APPROPRIATE DUCT VELOCITY, TEMPERATURES, PRESSURES AND HUMIDITIES OF THE SYSTEMS. ALSO PROVIDE COORDINATION WITH ELECTRICAL AND FIRE ALARM CONTRACTORS TO ENSURE COMPLIANCE WITH NFPA 12. (REMOTE INDICATION, ANNUCIATION, AND ALARM STATUS MUST BE PROVIDED PER NFPA 12) 10. FIRE AND /OR SMOKE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. II. LABEL MEDIUM PRESSURE GAS EVERY FIVE FEET. 12. MATERIALS EXPOSED WITHIN A DUCT OR PLENUM SHALL COMPLY WITH CHAPTER 6 IMC. HVAC GENERAL NOTES 1 ALL MECHANICAL WORK TO BE PER CURRENT I.M.G. 2. ALL MATERIALS INSTALLED IN CEILING SPACE SHALL BE APPROVED FOR INSTALLATION IN A RETURN AIR PLENUM PER CHAPTER 6 OF CURRENT IMC. 3. T s - CONSULT WITH BUILDING ENGINEER TO VERIFY FINAL CONNECTION POINT OF TEMP. CONTROL SYSTEM. (SAMPLE ZONE) 4. LOCATE THERMOSTATS AT 4' -0' (MAXIMUM) ABOVE FINISHED FLOOR 5. ALL DIFFUSER, REGISTER AND GRILLE LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL REFLECTED CEILING PLANS, ELECTRICAL LIGHTING LAYOUTS AND SPRINKLER DRAWINGS /LAYOUTS PRIOR TO INSTALLATION. 6. ALL DUCT SIZES ARE NET INSIDE DIMENSIONS. 1. FLEXIBLE DUCTWORK SHALL BE A MAXIMUM OF 5 FEET LONG AND SHALL HAVE A MINIMUM BEND RADIUS EQUAL TO THE DIAMETER OF THE DUCT. S. FIRE DAMPERS: REVIEW BOTH THE MECHANICAL AND ARCHITECTURAL PLANS FOR THE FIRE DAMPER REQUIREMENTS. WHERE EITHER NOTED ON DRAWINGS AND /OR AS REQUIRED BY GOVERNING CODES, FURNISH 4 INSTALL FIRE DAMPERS. FIRE DAMPERS SHALL BE INSTALLED AND BE READILY ACCESSIBLE FOR SERVICING IN THE LOCATIONS LISTED IN THE I.B.C. CHAPTER 1, "FIRE RESISTANT MATERIALS AND CONSTRUCTION" AND SHALL BE IN ACCORDANCE WITH CURRENT I.M.C. CHAPTER 6. 9. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS SUCH AS LOCATION 4 SIZE OF EXISTING DUCTWORK, PIPING 4 OTHER RELATED ITEMS AFFECTING CONSTRUCTION_ 10. ALL CONSTRUCTION SHALL COMPLY WITH THE TENANT CONSTRUCTION STANDARDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THIS DOCUMENT FROM THE BUILDING MANAGEMENT COMPANY. 11. CONTROLS SHALL BE INSTALLED AS DESCRIBED IN THE TENANT CONSTRUCTION STANDARDS AND AS DETAILED ON THE BUILDING SHELL MECHANICAL PLANS. 12. THE CONTRACTOR SHALL FIELD VERIFY ALL P.O.G.'S AND SITE CONDITIONS PRIOR TO STARTING WORK ANY CONFLICTS WITH THE HVAC DESIGN SHALL BE COMMUNICATED TO THE BUILDING MANAGEMENT COMPANY, OWNER, AND JAMES MANN 4 ASSOCIATES IMMEDIATELY. ADDITION MALL NOTES I. ALL MECHANICAL WORK TO BE PER THE CURRENT MEP TENANT CRITERIA. 2_ TESTING AND COMMISSIONING SHALL BE PROVIDED BY THE MALLS CONTRACTOR AT THE EXPENSE OF THE TENANT HVAC CONTRACTOR 3. HVAC CONTRACTOR SHALL COMPLY WITH THE MALL'S 'TEMPERATURE CONTROLS (vAv) BULLETIN' DATED 9/22/09. 4. HVAC CONTRACTOR SHALL COMPLY WITH THE MALL'S 'MISC BULLETIN' DATED 05/09 REGARDING RELOCATING EXISTING DIFFUSER SERVING THE MALL AREAS. DX FAN COIL UNIT SCHEDULE (HEAT PUMPI SYMBOL ABBR DESCRIPTION MAXIMUM LENGTH (FT) I MARKS 6 An W ■ TYPE HORIZONTAL Qm oc KEX 0 -1 CFM SA 2300 RETURN GRILLE / TRANSFER GRILLE zEG/ER CFM OA 420 0 -- ROUND SUPPLY AIR DIFFUSER EXT SP .80 PROVIDE: I. SUBMIT ROUGH PIPING SCHEMATIC SKETCH SHOWING TOTAL PIPING LIFT AND LENGTH TO MANUFACTURER FOR FINAL APPROVAL OF PIPING SIZING. 2. ROUTE NEW PIPING ALONG SAME PATH AS EXISTING PIPING SERVING REMOVED UNIT. REMOVE OLD PIPING DURING DEMOLITION OF EXISTING UNIT SERVING THIS SPACE PREVIOUSLY. 0< SENS GLG (MBH) 58.4 COMBINATION SMOKE/FIRE DAMPER _FID ctw MVD TOT CLG (MBH) 644.44 P.O.G. POINT OF CONNECTION TOT HTG (MBH) 35.1 -4..!\, NEW DUCTWORK - FLEXIBLE VOLTAGE 208/3/60 ROOM THERMOSTAT (SUBSCRIPT = ZONE NUMBER) 0 0 sr, SMOKE DETECTOR EQUIPMENT SYMBOL BLOWER HP 2.4 1' UNDERCUT DOOR > -CD- CD FAN RPM 1c1-7 EXISTING 7 //% MARK DATE DESCRIPTION MAX FUSE AMPS 40 SOV SHUT -OFF VALVE 1:I4 MIN. GKT. AMPS 36.6 1 LRD -1 LINEAR RETURN DIFFUSER WEIGHT (LBS) 400 MANUFACTURER CARRIER PROJECT NO: 11145 CAD DWG FILE: MODEL 40RU0001 COPYRIGHT: SHEET TITLE HVAC - LEGEND, NOTES & SCHEDULES SUPPLEMENTAL ELECTRIC HEAT 10 KW PROVIDE: I. MOUNT WITH SPRING ISOLATORS, SEE DETAIL #3 ON SHEET M -3 2. TXV REFRIGERANT CONTROL 3. CONDENSATE DRAIN SECONDARY OVERFLOW PAN MOUNTED BELOW UNIT. 4. FULLY MODULATING AIRSIDE ECONOMIZER AND CONTROLS. 5. SINGLE POINT POWER CONNECTION FOR FAN COIL UNIT AND ELECTRIC STRIP EMERGENCY HEATER. FAN SCHEDULE SYMBOL ABBR DESCRIPTION MAXIMUM LENGTH (FT) I MARKS 6 A Ek III/ ■ TYPE CEILING Qm oc KEX 0 -1 SYSTEM REST ROOM RETURN GRILLE / TRANSFER GRILLE zEG/ER CFM 80 0 -- ROUND SUPPLY AIR DIFFUSER SP( ") .375 PROVIDE: I. SUBMIT ROUGH PIPING SCHEMATIC SKETCH SHOWING TOTAL PIPING LIFT AND LENGTH TO MANUFACTURER FOR FINAL APPROVAL OF PIPING SIZING. 2. ROUTE NEW PIPING ALONG SAME PATH AS EXISTING PIPING SERVING REMOVED UNIT. REMOVE OLD PIPING DURING DEMOLITION OF EXISTING UNIT SERVING THIS SPACE PREVIOUSLY. 0< HP 100 WATTS COMBINATION SMOKE/FIRE DAMPER _FID ctw MVD VOLTAGE 120/1/60 P.O.G. POINT OF CONNECTION RPM 1000 -4..!\, NEW DUCTWORK - FLEXIBLE 50NE5 2.2 ROOM THERMOSTAT (SUBSCRIPT = ZONE NUMBER) 0 0 sr, SMOKE DETECTOR EQUIPMENT SYMBOL AT (LEIS) 20 1' UNDERCUT DOOR > -CD- CD MANUF. GOOK EXISTING 7 //% MARK DATE DESCRIPTION MODEL GC-I42 SOV SHUT -OFF VALVE 1:I4 REMARKS #1, #2 1 LRD -1 LINEAR RETURN DIFFUSER I. PROVIDE BAGKDRAFT DAMPER. 2. WIRED TO RUN WITH LIGHT SWITCH. FAN PROVIDED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. 3. PROVIDE WALL MOUNTED VARIABLE SPEED SWITCH. WIRED BY ELECTRICAL CONTRACTOR. 4. WIRED TO RUN CONTINUOUSLY. 5. PROVIDE WALL MOUNTED ON/OFF SWITCH MARKED FOR "VEHICLE EXHAUST FAN ". WIRED BY ELECT. CONTRACTOR. 6. PROVIDE UPBLAST FAN WITH VERTICAL EXTENSION OUTLET AND DRAIN. 7. WIRED TO LINE VOLTAGE T -STAT SET TO COME ON AT 85 DEGEES. WIRED BY ELECTRICAL CONTRACTOR. LEGEND SYMBOL ABBR DESCRIPTION MAXIMUM LENGTH (FT) I MARKS 6 SA CD /SR SUPPLY AIR, CHANGE IN ELEVATION (UP OR DOWN) RETURN AIR, CHANGE IN ELEVATION (UP OR DOWN) EXHAUST AIR, CHANGE IN ELEVATION (UP OR DOWN) ROUND DUCT, CHANGE IN ELEVATION (UP OR DOWN) CEILING DIFFUSER / SUPPLY REGISTER ■ TOTAL GLG (MBH) rRA Qm oc KEX 0 -1 SENS. GLG (MBH) 1ZRG/TG RETURN GRILLE / TRANSFER GRILLE zEG/ER HEATING MBH EXHAUST GRILLE / EXHAUST REGISTER 0 -- ROUND SUPPLY AIR DIFFUSER FD FIRE DAMPER PROVIDE: I. SUBMIT ROUGH PIPING SCHEMATIC SKETCH SHOWING TOTAL PIPING LIFT AND LENGTH TO MANUFACTURER FOR FINAL APPROVAL OF PIPING SIZING. 2. ROUTE NEW PIPING ALONG SAME PATH AS EXISTING PIPING SERVING REMOVED UNIT. REMOVE OLD PIPING DURING DEMOLITION OF EXISTING UNIT SERVING THIS SPACE PREVIOUSLY. 0< HSPF (GOP) SFD COMBINATION SMOKE/FIRE DAMPER _FID ctw MVD MANUAL VOLUME DAMPER 26.8 P.O.G. POINT OF CONNECTION MOGP NEW DUCTWORK - RIGID -4..!\, NEW DUCTWORK - FLEXIBLE ® T ROOM THERMOSTAT (SUBSCRIPT = ZONE NUMBER) 0 0 sr, SMOKE DETECTOR EQUIPMENT SYMBOL U� UC 1' UNDERCUT DOOR > -CD- CD CONDENSATE DRAIN PIPING - - - - -- EXISTING 7 //% MARK DATE DESCRIPTION EXISTING, TO BE REMOVED 38AUQ001 SOV SHUT -OFF VALVE 1:I4 L5D -I LINEAR SUPPLY DIFFUSER 1 LRD -1 LINEAR RETURN DIFFUSER SPLIT SYSTEM HEAT PUMP SCHEDULE SYMBOL LIQUID LINE SIZE (IN) VAPOR LINE SIZE (IN) MAXIMUM LENGTH (FT) I MARKS 6 Mk v 150 TOTAL GLG (MBH) 644.44 Qm oc o o> Z-Ezz 2 D Q 1 SENS. GLG (MBH) 58.4 HEATING MBH 35.1 W I U (I) SEER (EER) (11.0) PROVIDE: I. SUBMIT ROUGH PIPING SCHEMATIC SKETCH SHOWING TOTAL PIPING LIFT AND LENGTH TO MANUFACTURER FOR FINAL APPROVAL OF PIPING SIZING. 2. ROUTE NEW PIPING ALONG SAME PATH AS EXISTING PIPING SERVING REMOVED UNIT. REMOVE OLD PIPING DURING DEMOLITION OF EXISTING UNIT SERVING THIS SPACE PREVIOUSLY. 0< HSPF (GOP) (3.3) < Z Z W ctw o MIN. GKT. AMPS 26.8 o MOGP 45 VOLTAGE 208/3/60 Z D 0 CD '..- . 1 O,i, -57 WEIGHT LBS. 515 • c- MANUFACTURER CARRIER /f ER S` MARK DATE DESCRIPTION MODEL 38AUQ001 PLAN CHECK SUBMITTAL PROVIDE: I. MOUNT ON EXISTING ROOF PLATFORM. REMOVE EXISTING OUTDOOR UNIT CURRENTLY SERVING TI-41S SPACE 2. AUTOMATIC CHANGEOVER PROGRAMABLE THERMOSTAT 3. USE TXV REFRIGERANT CONTROL. 4. FACTORY "THERMOGUARD" COATING ON OUTDOOR COIL (10 YEAR GUARANTEE) REFRIGERANT PIPING SCHEDULE SYSTEM TONS LIQUID LINE SIZE (IN) VAPOR LINE SIZE (IN) MAXIMUM LENGTH (FT) I MARKS 6 3/8" 7/8" 150 #1, #2 Qm oc o o> Z-Ezz 2 D Q 1 (.9 W I U (I) Q 2 PROVIDE: I. SUBMIT ROUGH PIPING SCHEMATIC SKETCH SHOWING TOTAL PIPING LIFT AND LENGTH TO MANUFACTURER FOR FINAL APPROVAL OF PIPING SIZING. 2. ROUTE NEW PIPING ALONG SAME PATH AS EXISTING PIPING SERVING REMOVED UNIT. REMOVE OLD PIPING DURING DEMOLITION OF EXISTING UNIT SERVING THIS SPACE PREVIOUSLY. RECEIVED JAN 232012 PERMIT CENTER SEPARATE PERMIT APPROVAL 4 space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 858.456.0605 e: jjorgo @san.rr.com JMA JAMES MANN & ASSOCIATES MECHANICAL - PLUMBING CONSULTING ENGINEERS 11413 PINEHURST DRIVE, SUITE 100 LAKESIDE, CA 92040 519 561 -9950 FAX 519 551 -9940 N N.- (0 W 0 co CO < W 0_ oo N--- co (1 11) Z 0'2Z Z J Qm oc o o> Z-Ezz 2 D Q 1 (.9 W I U (I) Q 2 0< D < Z Z W ctw o o W Z N W H.o0 Z D 0 CD '..- . 1 O,i, -57 ,,,,,,„ , .z. • c- • /f ER S` MARK DATE DESCRIPTION 12.16.11 PLAN CHECK SUBMITTAL PROJECT NO: 11145 CAD DWG FILE: DRAWN BY: JWM CHK'D BY: COPYRIGHT: SHEET TITLE HVAC - LEGEND, NOTES & SCHEDULES -1 SHEET OF VERIFY FINAL LOCATION ON ROOF LW T1-4 MALL STAFF SERVICE CORRIDOR E ce 3"15 CFM 18 ". 12'4, L 22"0 C LSD -1 180 CFM 18 ". J Sn� Q LSD -2 100 CFM MANAGER E 100 -J TYPICAL 18n. 1 ". c100-G) ADVISOR #3 525 CFM RA (TYP OF 2) 16 "4' 100-E ) ADVISOR #! l< 190 CFM 8,14, 14'4, ADJ. TENANT r+ 8 "4, LSD -1 O 180 CFM ®T. 12'4, c i oo -o ) COFFEE /PRINT 12 "4' ( 100 -B MEDIA BAR IS ". 16". —130 CFM RA LRD -1 100 CFM RA 100 -K 9', CONFERENCE 9'4, X 260 CFM 1001 ) STORAGE PARTIAL FIRST FLOOR PLAN 9'4) 265 CFM 16'4) 8"4, 190 CFM ADVISOR #4 00 -H ADVISOR #2 �100F) ADJ. TENANT LSD -2 C100 —C) 120 CFM LOUNGE 9 ". 9 "4' ( RECEPTION 230 CFM 230 CFM ......_- ...._ d ....... ...........................z... . SCALE: I/4 "= I' —O" SHEET NOTES NEW LAY —IN CEILING DIFFUSER (TYPICAL) t�2 FOR HANGING DETAILS, SEE SMOKE DETECTOR IN SUPPLY AIR DUCT DROP WIRED TO SHUT DOWN UNIT. VERIFY COMPATIBILITY AND CONNECTION INTERLOCK WITI -1 EXISTING FIRE ALARM CONTROL PANEL ® NEW THERMOSTAT (MATCH MALL STANDARD). VERIFY FINAL LOCATION WITH ARCHITECT PRIOR TO INSTALLATION 05 COORDINATE MAIN DUCT TRUNK ROUTING WITH CEILING, LIGHTS, AND OTHER OBSTACLES (TYPICAL) ® ROUTE NEW REFRIGERANT PIPING SAME PATH AS EXISTING TO BE REMOVED. SEE PIPE SIZE SCHEDULE ON M -1 LSD —I = TITUS MODEL ML -39 LINEAR DIFFUSER, (2) I" SLOT, 4' LONG WITH INSULATED PLENUM ® L5D -2 = TITUS MODEL ML -39 LINEAR DIFFUSER, (1) 1" SLOT, 4' LONG WITH INSULATED PLENUM ® LRD -1 = TITUS MODEL MLR -39 LINEAR RETURN DIFFUSER, (2) I° SLOT, 4' LONG WITH INSULATED PLENUM 00 6'. FROM EF -11 UP THROUGH ROOF WITH GOOSENECK AND BIRDSCREEN II 20X20 OUTSIDE AIR DUCT FROM ECONOMIZER ON FC —I UP THROUGH ROOF WITH GOOSENECK AND BIRDSCREEN 12 REMOVE EXISTING HEAT PUMP ON ROOF CURRENTLY SERVING THIS SPACE. INSTALL NEW HP -1 IN SAME LOCATION MALL 0 11 RECEIVED JAN 23 2012 PERMIT CENTER REQUIRED sEPARPCrEpswAto APPROVAL 6.7 space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 858.456.0605 e: jjorgo @san.rr.com JMA JAMES MANN & ASSOCIATES MECHANICAL - PLUMBING CONSULTING ENGINEERS 11413 PINEHURST DRIVE, SUITE 100 LAKESIDE, CA 92040 819 581 -9950 FAX 819 581 -9940 C\j >mi N-- CO w 0 00 U4) Ct < Q. CO N- 0C) (/) Z 1 < 0 0 1--. 2 z a z w o> ct w F 0 Z z z D 2 Q ct 1 W 0 cif) Q Q 2 0 Z < Z Z � W Et 0 W w z 0 z gcs Q ..... z 0 (i) Z 0 CD 0 4, v . z r . G • -7- MARK DATE DESCRIPTION 12.16.11 PLAN CHECK SUBMITTAL PROJECT NO: 11145 CAD DWG FILE: DRAWN BY: JWM CHK'D BY: COPYRIGHT: SHEET TITLE HVAC - PARTIAL FIRST FLOOR PLAN SHEET _2 OF SECTION 15050 BASIC MECHANICAL REQUIREMENTS PART 1 - GENERAL 1.01 SUMMARY A. Work Included: Basic mechanical requirements governing materials and workmanship incorporating heating, ventilating, air conditioning and related trades as specified herein. 1.02 REFERENCES A. Materials and workmanship shall comply with the following references, which are incorporated into the text by common abbreviation only. Supplements which have been adopted by the governing agencies shall take precedence. UPC - Uniform Plumbing Code (Current Edition) Including supplements IMG - International Mechanical Code (current Edition) Including supplements NEC - National Electric Code (Current Edition) NFPA - National Fire Protection Association Standards (current editions) IBC - International Building Code (current edition) Including supplements Seattle Non - Residential Energy Goole MEP Tenant Criteria Mall Building Standards B. HVAC System components and installation shall comply with the nationally recognized standards for the types of equipment used Including, but not limited to, Underwriters' Laboratories (UL), Sheet Metal and Air Conditioning Contractors National Association (SMAGNA) and the American Society of Heating, Refrigerating, and Air- Conditioning Engineers (ASHRAE) Handbook. 1.05 SUBMITTALS A. Product Data: Submit six copies of Manufacturer's data for each item to be incorporated into the work. Data shall be bound into vinyl binders of 1" capacity and shall include an index at the front listing all of the contents. 5. Shop Drawings: Submit shop drawings showing related dimensions, accurately scaled to established references and points of verification. Show sizes, materials, connections, elevations and related information. G. Record Drawings: Contractor shall maintain accurate "as- built" marked -up drawings throughout the construction period. Prior to final acceptance, the Contractor shall submit (1) complete reproducible "as- built" set of drawings, dated and signed. HVAG contractor shall also provide Autocad based files of the "As- Builts ". D. Substitutions and Product Options: No substitutions shall be allowed unless there is prior written approval by the Architect. 1.04 PROJECT /SITE CONDITIONS A. All construction shall comply with the tenant construction standards. It shall be the Contractor's responsibility to obtain this document from the Building Management. 5. The Contractor shall field verify all P.O.G.'s and site conditions prior to starting work. Any conflicts with the HVAC design shall be communicated to the Building Management immediately. G. Prior to installation of HVAC components, the Contractor shall verify that related installations and materials are complete to ensure no interruption or interference by delinquent trades. Notify Owner of all such delinquencies and obtain review and direction prior to proceeding, or accept responsibility for correction of faulty /defective installations. D. All valves, volume dampers, motors and any device that requires adjustment or servicing shall not be located in an inaccessible location. These devices shall be located adjacent to lay-In ceilings or be provided with access panels if required to be installed over drywall ceilings or shafts. E. Permits and Fees: This Contractor shall arrange, apply for and pay for all permits, inspections, fees, and licenses required for this work by any legally constituted public authority. This Contractor shall furnish the Owner with final certificate of inspection at the completion of the work. F. Gleaning of Equipment and Premises: This Contractor shall thoroughly clean all equipment and apparatus and leave in satisfactory condition for finish painting. If equipment has been supplied with the factory finish, the Contractor shall also be responsible for touch -up work and /or refinishing if required. During construction of the job, this Contractor shall be responsible for clean up of cartons, scrap or debris caused by this work. 1.05 SEQUENCING AND SCHEDULING A. Contractor shall be responsible for scheduling the work of related trades to ensure timely and orderly progress of the total work to be performed. 1.06 GUARANTEES A. Nev materials and equipment to be guaranteed free from defects and faulty workmanship fora minimum period of one year from date of occupancy. PART 2 - PRODUCTS see Section 15800 and drawings. PART 5 - EXECUTION See Section 15800 and drawings. END OF SECTION SECTION 15800 HEATING, VENTILATING, AND AIR CONDITIONING PART 1 - GENERAL 1.01 SCOPE A. The basic mechanical requirements apply to work under this section. Furnish all materials and labor required to execute this work as indicated on the drawings, specified herein and necessary to complete the contract, including, but not limited to, the following principle items: L Scheduling and sequencing. 2. Ductwork and accessories. 5. Air distribution, registers and grilles. 4. Submittals. 5. Coordinate with other disciplines. (i.e electrical, plumbing, and fire protection) 6. Acoustical and they mal insulation. 7. Noise and vibration isolation. 8. Controls. 01. Permits, fees, inspections and certificates for work included under this section. 10. Test and balance. PART 2 - PRODUCTS 2.01 DUCTWORK AND ACCESSORIES A. Ductwork for air conditioning, heating, ventilating and exhaust system shall be fabricated of galvanized sheet steel. 1 Volume dampers shall be manually operated as indicated on the drawings, shall be two (2) gauges heavier than the duct In Which it is installed, and shall be equipped with locking quadrants. All dampers shall be marked with bright colored ribbon for easy identification. 2. Sheet metal duct seams (transverse) shall be made air -tight with an approved high pressure duct sealing compound (Duro- Dyne S2). Longitudinal seams on duct systems with internal static pressures 0.75 in. water or greater shall be sealed as described above. Longitudinal seams shall be Pittsburgh Lock. 5. All ductwork fabrication and installation shall be in accordance with all applicable codes and standards. 2.02 FLEXIBLE DUCT A. Insulated low pressure flexible duct shall be a factory fabricated assembly consisting of a zinc - coated spring steel helix, with 1 inch thick fiberglass insulation, sheathed in a seamless vapor barrier Jacket. The interior of the duct shall have a fire resistive coating to prevent fiber erosion. The duct shall have a straight run sound absorption of 5 decibels per foot and 5 decibels per foot of 45 degree bend. The composite assembly, including insulation and vapor barrier, shall meet the Class 1 requirements and shall have a flame spread of 25 or less and a smoke density of 50 or less as set forth in NFPA Standard No. 40 -A and be labeled by Underwriters' Laboratories, Inc. as an air duct. 5. Flexible duct shall be installed in a fully extended condition free of sags and kinks, using only the minimum length required. Flexible duct shall be suspended on 56 inch centers with a minimum 5/4 inch wide flat banding material. G. Insulated low pressure flexible duct shall be type 5 -181 as manufactured by Glass Insulation Company, Inc. Los Angeles, California, or approved equal. D. Flexible duct shall be city and state approved and shall be 5' -0" maximum in length as manufactured with metal joint collars on both ends. Flex duct cutting is not allowed. E. High pressure flexible duct shall be some as above except approved for use up to 4" static pressure. 2.05 INSULATION A. All work and material installation shall be performed in accordance with the published recommendations of the manufacturer, and the local codes workmanship shall comply with the best practices of the trade. 1. All materials must conform to the requirements of NFPA 010A as determined by The Underwriters' Laboratories method, NFPA No. 255 and ASTM E84, and shall conform with the governing code. Flame spread shall be 25 or less and smoke - density shall be 50 or- less. 2. Where vapor barriers are used, they must be intact and continuous throughout. All seams, joints and punctures shall be sealed watertight. 5. Approved manufacturers: Owens - Corning Fiberglass, Johns - Manville, PPG, Gertainteed. B. Concealed Ducts: All supply air ductwork shall be insulated with 1 -1/2 inch thick, 3/4 pound fiberglass duct wrap, Johns Manville, Owens - Corning, PPG or GSG, in accordance with California Title 24 Energy Requirements (with vapor barrier). Insulation shall be firmly wrapped around ductwork covering all surfaces, including standing seams, and with all joints lapped a minimum of 2 ". xlnsulation shall be securely fastened in place with 16 gauge soft annealed black or galvanized wire spaced approximately 12" on centers for straight runs, and 5" centers for elbows and fittings. G. Acoustical Duct Liner: Fan coil plenums, return air plenums and transfer air ductwork shall be lined with coated J -M 1.5 PCF Microtex coated duct liner. Duct liner shall be a minimum of I" thick. Duct liner material shall be applied with coated side facing air stream and secured to sheet metal using adhesive and fastened mechanical clips spaced as recommended by the manufacturer. All joints shall be tightly butted and heavily sized with Lagfas or Arabol adhesive to assure the continuity of the surface. Duct sizes shown are net clear dimensions. Increase duct size to allow for duct liner. 2.04 AIR OUTLETS A. All grilles, registers, diffusers and other air outlets shall be furnished, installed and carefully located with respect to lighting fixtures. Ceiling outlet locations shall be as approved by the Architect. B. All duct or- plenum interior surfaces visible through grilles from any vantage point, in occupied space, shall be painted black. G. Air distribution shall be "Titus" or approved equal. LAY -1N TYPE CEILING Gelling Diffuser: Model PG5 or PG5 -DF, frame to match ceiling type. Return/Exhaust Registers: Model PAR or PDR, frame to match ceiling type. DRYWALL TYPE CEILING Ceiling Diffuser: Model 300F5, frame to match ceiling type. Return/Exhaust Registers: 2.05 FIRE DAMPERS Model 35OFL, frame to match ceiling type. A. Verify and include all fire dampers required by fire rated walls and ceilings. Fire dampers shall be approved and listed by the State Fire Marshal as manufactured by "Ruskin ", or equal, as follows: I. All shall be per U.L. 555 or U.L. 5555. 2. All shall be rated according to the rating of the penetration (i.e. I -1/2 or 3 hour ratings). 5. Dampers shall be with blades outside of air stream. 4. Provide combination smoke /fire dampers where indicated on drawings. 2.06 SYSTEM CONTROLS A. B. System controls shall match existing onsite. Match owner base system for this property. New thermostats, shall be coordinated with mall's control contractor.. PART 5 - EXECUTION 5.01 BALANCING, TESTS, AND GUARANTEE A. Total system balance shall be performed by an independent, non- affiliated agency certified by the Associated Air Balance Council (AABG) which specializes in and whose business is dedicated to testing, adjusting and verification of the HVAC system performance. The submittal of unbiased reports shall be timely upon completion of work. This work shall conform to AABG specifications referred to in Chapters 17 through 26 of the AABG National Standard and other criteria as set forth in this specification. 5. Balancing Contractor shall balance the air conditioning, heating and ventilating systems so that proper air and water flow is demonstrated at each unit (5A register, heat pump, etc). Three (5) balance reports shall be submitted to Architect. G. System shall be tested for a minimum of 8 hours for proper operation and all defects shall be remedied in a manner acceptable to the Architect. For a period of 30 days after completion, the Contractor shall provide the service of a technician to spot check and adjust air balance if requested by the Building Management. D. At the conclusion of tests, and after the acceptance by the Engineer, system shall be turned over to Owner and a guarantee period of one (I) year will commence. This guarantee will over all equipment installed under this contract and, during the guarantee period, all defects shall be remedied without cost to the Owner. A knowledgeable representative of the Contractor shall, at the time of turnover, instruct the designated representative of the Owner in the proper operation and maintenance and shall supply him with three copies of all maintenance and operating instructions of the installed equipment neatly bound in three separate folders. END OF SECTION DO NOT SUPPORT FROM DECK (NO SHOOTING INTO DECK) CONNECT TO STRUCTURE OR PROVIDE SECONDARY SUPPORT 45 DEG. PROVIDE 12 GA. VERTICAL WIRE PER U5C STD 25213 AND 25214 OPPOSING CORNERS) CEILING SECURE TO STRUC- TURE ABOVE ACCOUSTICAL FLEX DUCT - 1' LENGTH - VOLUME DAMPER (MARK wBRIGHT COLORED RIBBON) ROUND DIFFUSER NECK - SIZE AS INDICATED ON PLAN (BY SIZE OF BRANCH DUCT) 24 "x 24° LAY -IN TYPE CEILING DIFFUSER RETURN AIR CEILING DIFFUSER NO SCALE BRANCH DUCT 45 DEGREE ANGLE MAIN RECTANGULAR IBRANC1 -I DUCT BRANCH FLEX OF SPIRAL DUCT MANUAL VOLUME DAMPER ON FITTING 45 DEGREE ANGLE MAIN ROUND 5RANCI -1 DUCT TYPICAL BRANCH DUCT NO SCALE DO NOT SUPPORT FROM DECK (NO SHOOTING INTO DECK) CONNECT TO STRUCTURE OR PROVIDE SECONDARY SUPPORT 45 DEG. SECURE TO STRUC- TURE ABOVE ACCOUSTICAL FLEX DUCT - MAX. LENGTH = 7, -0„ PROVIDE 12 GA. VERTICAL WiRE �✓ PER U5C STD 25213 AND 25214 OPPOSING CORNERS) CEILING VOLUME PAMPER (MARK wBRIGHT COLORED RIBBON) ROUND DIFFUSER NECK - SIZE AS INDICATED ON PLAN (BY SIZE OF BRANCH DUCT) 24 °x 24" LAY -IN TYPE CEILING DIFFUSER SUPPLY AIR CEILING DIFFUSER NO SCALE SUPPORT STRUCTURE, FOR ATTACHMENT SEE STRUCTURAL DRAWINGS MASON TYPE SC5 (OPA -0349) REF. PAGE XI GALvANIZED DRIP PAN UNDER FC -1 UNIT 2) MASON TYPE 30N ISOLATION HANGER W/ REBOUND WASHER MASON TYPE UC (OPA -0349) REF. PAGE XSA ALL THREAD ROD ROD STIFFENING STRUT MASON TYPE SC5H (OPA -0349) REF. PAGE X2 NOTE: SEE "MASON' HANDBOOK FOR SPECIFIC ELEMENTS REQUIRED FOR EACH UNIT TYPE. 4 TOP VIEW FAN COIL UNIT SUPPORT (FC-1) STEEL AIRCRAFT CABLE, 7 X 19 STRAND CORE PERMIT RECEIVED JAN 23 2012 PERMIT CENTER NO SCALE D-ftir 0 ILA SEPARATE APPROVAL space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 858.456.0605 e: jjorgo@san.rr.com JMA JAMES MANN & ASSOCIATES MECHANICAL - PLUMBING CONSULTING ENGINEERS 11413 PINEHURST DRIVE, SUITE 100 LAKESIDE, CA 92040 619 561 -9950 FAX 619 561 -9940 =MENEM C/)LLJcijco Ct 0 (1) co Z 1 < cis) Z 0 z N.- 2 w (1 o 0 Z Q D 2 ct 1 0 co 2 0 D < Z Z W 0 z 0 u) W c cp ...w co < __I N z 0 V 0) Z D 0 (1) -c 0 4, P 9 �� 1.-- • G • �- 1, . k / . ER MARK DATE DESCRIPTION 12.16.11 PLAN CHECK SUBMITTAL PROJECT NO: 11145 CAD DWG FILE: DRAWN BY: JWM CHK'D BY: COPYRIGHT: SHEET TITLE HVAC - DETAILS & SPECIFICATIONS _3 SHEET OF PLUMBING EQUIPMENT SCHEDULE SYMBOL SERVICE LOCATION MANUFACTURER REMARKS ROOF DRAINS L -1 BELOW SINK CHRONOMITE M -20L 4160 WATTS = HEATING ELEMENT INSTANT -FLOW MODEL WITH 05 GPM FLOW CONTROL, 208/1/60 (FACTORY SET FOR 110 DEGREES) Q 0 ABOVE GRND. BELOW GRND. KS -I BELOW SINK CHRONOMITE M -30 6240 WATTS = HEATING ELEMENT INSTANT -FLOW MODEL WITH 10 GPM FLOW CONTROL, 208/1/60 (FACTORY SET FOR 110 DEGREES) ABOVE GRND. © 1 PIPE MATERIAL SCHEDULE SYMBOL WATER SAN. SEWER SAN. VENT NAT. GAS ROOF DRAINS CONDENSATE DRAINS MATERIAL BUILDING EXTERIOR ABOVE GRND. BELOW GRND. BUILDING EXTERIOR ABOVE GRND. BELOW GRND. ABOVE GRND. BELOW GRND. ABOVE GRND. BELOW GRND. ABOVE GRND. BELOW GRND. 1 COPPER TYPE 'M' 25 - - - - - - LAV I - 1 - I COPPER TYPE 'L' - X - - - KITCHEN SINK 1.5 - 1 - 15 - - COPPER TYPE 'K' - - X HOSE BIBS 2.5 - 1 - 25 - - - - 0I SOIL PIPE 4 FITTINGS - EXISTING Q z C\I - w x X X * X D 0 U) X X - SCHEDULE 40 BLK STEEL LL� {/ E R MARK DATE DESCRIPTION X X PLAN CHECK SUBMITTAL POLYETHYLENE SCHEDULE 40 PVC SCHEDULE 40 PROJECT NO: 11145 CAD DWG FILE: DRAWN BY: JWM CHK'D BY: COPYRIGHT: SHEET TITLE PLUMBING - LEGEND, NOTES & SCHEDULES P-1 ABS DWV SCHEDULE 40 _ _; PVC DWV SCHEDULE 40 X * W / "MG' FITTINGS WATER SYSTEM DATA SYMBOL F. U. NEW EXISTING DEMO FIXTURE5 PUB PRI PUB PRI TOT PUB PRI TOT PUB PRI TOT WATER CLOSET 2.5 - 1 - 25 - - - - - - LAV I - 1 - I - - - - - - KITCHEN SINK 1.5 - 1 - 15 - - - - - - HOSE BIBS 2.5 - 1 - 25 - - - - - - EXISTING Q z C\I - w o U r� r/ z D 0 U) < O4 P -7 ,,,,,_,„,_.N.% r , LL� {/ E R MARK DATE DESCRIPTION 12.16.11 PLAN CHECK SUBMITTAL PROJECT NO: 11145 CAD DWG FILE: DRAWN BY: JWM CHK'D BY: COPYRIGHT: SHEET TITLE PLUMBING - LEGEND, NOTES & SCHEDULES P-1 FIXTURE UNIT SUB TOTAL NEW = 15 EXISTING = - DEMO = 0 NET FIXTURE UNIT TOTAL CHANGE (NEW - DEMO) FU = 15 - 0 = 'I.5 GPM = 6 OTHER WATER REQUIRED (SAME METER) FU = - GPM = - EXIST. WATER REQUIRED (SAME METER) FU = - GPM = - TOTAL WATER REQUIRED (SAME METER) FU = - GPM = - BASED ON INTERNATIONAL PLUMBING CODE 2009 EDITION PLUMBING FIXTURE SCHEDULE SYMBOL FIXTURE MINIMUM BRANCH SIZES (IN.) EQUAL TO MFR. 4 REMARKS CW HW V S OR W WC -I WATER CLOSET 4ANDICAPPED 1/2 - 2 4 AMER. STD. * 2235.128US CADET, VITREOUS CHINA, ELONGATED BOWL, LOW CONSUMPTION (1.28 GPF), TANK TYPE, WHITE, 11" RIM HIGH, WITH OLSONITE *95 OPEN FRONT SEAT L -1 LAVATORY HANDICAPPED 1/2 1/2 11/2 2 AMER. STD. * 0355.012 LUCERNE, VITREOUS CHINA, WHITE, WITH CONCEALED ARM SUPPORT, CHICAGO NO. S02- 665A5CP SELF - CLOSING FAUCET, CHROME GRID DRAIN, MOUNT AT ADA HEIGHT KS -1 KITCHEN TINE 1/2 1/2 1 1/2 2 "JUST" ADA COMPLIANT MODEL S51,4 - 1919 -A -CSR (DRAIN 140LE R OR L TO FIT ROUGH PLUMBING) 4- HOLES, PROVIDE: "JUST" NO. 1174 -KS MAIN FAUCET. "BRASSTECH" MODEL 1058 CHROME DECK MOUNTED WATER DISPENSER. PROVIDE "CULLIGAN" PREFERRED MODEL 350 WATER FILTER WITH TEE PIPED TO WATER DISPENSER, COFFEE MAKER AND ICE MAKER. MOUNT PER ADA 4 LOCAL CODES. NB -I HOSE BIBB 3/4 - - - ACORN *8121 -CP, WITH VACUUM BREAKER AND LOOSE REMOVABLE HANDLE CM COFFEE MAKER 3/8 - - - PROVIDE COLD WATER SUPPLY WITH SADDLE VALVE AND BACKFLOW DEVICE MOUNTED AT 44' AFF IM MAKER 3/8 - - - PROVIDE COLD WATER SUPPLY WITH SADDLE VALVE AND BACKFLOW DEVICE MOUNTED AT 44' AFF FD -1 FLOOR DRAIN 1/2 - I 1/2 2 ZURN MODEL Z -415 WITH 5-STRAINER AND TRAP PRIMER CONNECTION TP TRAP PRIMER 1/2 - _ - PRECISION PLUMBING PRODUCTS, INC. TRAP PRIMER VALVE * P -2 WITH ELMDOR ACCESS DOOR. A/C UNIT COOLING COIL DRAIN PAN 2' MINIMUM VENT FAN TOTAL STATIC PRESSURE I' GREATER THAN 1/2 OF FAN TOTAL STATIC PRESSURE CONDENSATE DRAIN TRAP DETAIL NO SCALE LEGEND ABBR SYMBOL DESCRIPTION 111 OR S SOIL OR WASTE PIPING ABOVE GRADE W ORS N-- co SOIL OR WASTE PIPING BELOW GRADE - -- V - -- -- VENT PIPING CW DOMESTIC COLD WATER PIPING - - - 14W r1 HOT WATER PIPING - - - HWR (.9 HOT WATER RETURN PIPING ---- SOv -per SHUT OFF VALVE FCO FLOOR CLEANOUT CD _ CONDENSATE DRAIN PIPING CD- TP Q 2 1 TRAP PRIMER PIPING TP G U NATURAL GAS PIPING G POC • POINT OF CONNECTION WCO 1 I WALL CLEANOUT N.I.M.C. D NOT IN MECHANICAL CONTRACT IE INVERT ELEVATION WH WATER NEATER B/G u� co BELOW GRADE (E) ozzoc8 EXISTING PLUMBING PLAN CHECK NOTES 1. AREA SEPARATION WALLS A. ALL PLUMBING PENETRATIONS OF FIRE OR FIRE RESISTIVE ASSEMBLIES WILL BE METAL, LESS THAN OR EQUAL TO 4° DIAMETER, AND WILL 13E FIRE STOPPED WITH A MATERIAL COMPLYING WITH THE CURRENT CODES. B. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS OR HEATING DUCTS ARE PERMITTED IN AREA SEPARATION WALLS. 2. ENERGY CONSERVATION (PLUMBING) A. ALL WATER HEATERS/BOILERS SHALL BE LISTED IN THE ENERGY GOMM155ION L1ST OF APPROVED WATER HEATERS/BOILERS. 5. ALL PLUMBING FIXTURES, FAUCETS AND 61-1OWER HEADS SHALL COMPLY WITH CEC MAXIMUM FLOW REQUIREMENTS (FAUCETS - MAX 22 GPM, URINALS - MAX 1.0 GPF, SHOWERHEAD - MAX 25 GF' I). PROVIDE MIXING VALVE AT SHOWER CONTROLS. PROVIDE ULTRA LOW FLUSH TOILETS (MAX 1.6 GPF). C. ALL SERVICE H0T WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH THE CURRENT ENERGY CODE. D. A MAINTENANCE LABEL 514ALL BE AFFIXED TO ALL EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE OWNER'S USE. THE LABEL SHALL INDICATE ROUTINE MAINTENANCE REQUIRED OR SHALL REFERENCE BY NUMBER WHICH OPERATING MANUALS EXPLAIN MAINTENANCE REQUIREMENTS IN GREATER DETAIL. E. ALL EQUIPMENT MUST COMPLY WITH THE STATE OF GEORGIA ENERGY CODE. HEATERS FOR DOMESTIC 140T WATER AND /OR POOLS SHALL MEET THESE REQUIREMENTS. COMPLIANCE CERTIFICATES SHALL BE PROVIDED WITH EQUIPMENT SUBMITTALS. F. ALL LAVATORY FAUCETS IN COMMERCIAL AND INDUSTRIAL BUILDING RESTROOMS SHALL BE SELF- CLOSING TYPE. LAVATORY FAUCETS IN PUBLIC RESTROOM5 (OTHER THAN COMMERCIAL AND INDUSTRIAL AREAS) SHALL BE SELF - CLOSING TYPE OR SHALL BE PROVIDED WITH A RESTRICTING DEVICE ON HOT WATER LINE WITH A MAXIMUM RATE OF 0.5 GPM. 3. MATERIALS A. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED AGENCY B. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH THE CURRENT INTERNATIONAL PLUMBING CODE. 4. HOSE 5IBBS A. ALL HOSE BI555 SHALL HAVE PERMANENTLY MOUNTED VACUUM BREAKERS. 5. THERMAL EXPANSION REQUIREMENTS A. ALL WATER HEATERS /BOILERS SHALL COMPLY WITH CURRENT IPC CHAPTER 5 6. CROSS CONNECTIONS A. CROSS CONNECTION PROTECTION SHALL SE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT. 1. MEDIUM PRESSURE NATURAL GAS A. LABEL MEDIUM PRESSURE NATURAL GAS PIPING EVERY FIVE FEET. S. CPVC PIPING A. STATE HEALTH 4 SAFETY CODE SECTION 17921.9 5ANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) FOR INTERIOR WATER SUPPLY PIPING. 9. LEAD FREE FIXTURES A. ALL PIPING AND FIXTURES SHALL BE IN COMPLIANCE WITH WASHINGTON STATE ASSEMBLY BILL. 1/2' CW IN WALL L -1 4 KS 1 IN -LINE FLOW CONTROL DEVICE 3/8" BRAIDED ST. STEEL FLEXIBLE CONNECTOR 1 ELECTRIC WATER - HEATER MOUNTED ON WALL ELECTRICAL WIRING BY ELECTRICAL CONTRACTOR 3 -WAY VALVE (1 INLET, 2 OUTLETS) 1/2' CW SUPPLY IN, 3/8" COMPRESSION FITTINGS TO WI-1-I 4 TO SINK ELECTRICAL JUNCTION BOX BY ELECTRICAL CONTRACTOR NOTE: 1. WATER HEATER IS A U.L. LISTED, NON - STORAGE, INSTANTANEOUS HEATER HAYING AN INSIDE DIAMETER NOT GREATER THAN 3' AND DOES NOT REQUIRE A P E T RELIEF VALVE OR DRAIN LINE. RECEIVED JAN 2 3 2012 PERMIT CENTER ELECTRIC WATER HEATER DETAIL �1i� NO SCALE bo'-\ N APPROVAL REQUIRED space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 858.456.0605 e: jjorgo@sansr.com JMA JAMES MANN & ASSOCIATES MECHANICAL • PLUMBING CONSULTING ENGINEERS 11413 PINEHURST DRIVE, SUITE 100 LAKESIDE, CA 92040 519 561 -9950 FAX 619 561 -9940 (\J r (C) w 0 co CO < co a_ N-- co (f) z w 0vZ z 1 0 _ Q w r1 w (.9 Z _ J I W Q 2 1 U cn 0 Q 2 D < z 0 ..... w u� co ozzoc8 Q z C\I - w o U r� r/ z D 0 U) < O4 P -7 ,,,,,_,„,_.N.% r , LL� {/ E R MARK DATE DESCRIPTION 12.16.11 PLAN CHECK SUBMITTAL PROJECT NO: 11145 CAD DWG FILE: DRAWN BY: JWM CHK'D BY: COPYRIGHT: SHEET TITLE PLUMBING - LEGEND, NOTES & SCHEDULES P-1 SHEET OF SERVICE CORRIDOR I" CW (E) ( 00 -K CONFERENCE (100-M) RR MOUNTED BELOW FIXTURE, SEE MANAGER E 100 -J � MOUNTED BELOW FIXTURE, SEE SE FIXTURE SCHEDULE FOR ALL. BRANCH PIPE SIZING (TYPICAL) 100-L STORAGE PARTIAL FIRST FLOOR PLAN (100-G) ADVISOR #3 ADVISOR #4 (100-H) C 100-E) ADVISOR #1 �.I ADVISOR #2 100 -F ADJ. TENANT ADJ. TENANT (100-D) COFFEE /PRINT E�£ 100-C ) LOUNGE ( 100 -B MEDIA BAR c RECEPTION SCALE: I/4 "= I' -O" SHEET NOTES POC TO EXISTING 4° W AND I" CW STUBOUTS (FIELD VERIFY POC WITH MALL STAFF PRIOR TO SAWCUTTING)) TERMINATE 3/4° CD FROM FC -1 TO HOUSE SIDE OF SINK P -TRAP, SEE PROVIDE WATER PROOF MEMBRANES IN ALL RESTROOM FLOOR PENETRATIONS (TYPICAL) PROVIDE 60V FOR CW SHUTOFF TO SUITE (IF NOT ALREADY EXISTING) ROUTE 1/2' CW PIPING FROM TRAP PRIMER BELOW FLOOR TO FD -1 NEW FAN COIL UNIT BY MECHANICAL; SEE M- SHEETS 0 MALL RECEIVED JAN 232012 PERMIT CENTER SEPARATE PERMff AND APPROVAL space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977.7152 fx: 858.456.0605 e: jjorgo @san.rr.com JMA JAMES MANN & ASSOCIATES MECHANICAL • PLUMBING CONSULTING ENGINEERS 11413 PINEHURST DRIVE, SUITE 100 LAKESIDE, CA 92040 619 581 -9950 FAX 819 581 -9940 _ r_ 5 - Ct< C\I tic-- (0 W 0 00 CL CO 4VIIMM CO (I) Z 1 < M Z > 0'__ Z 0> W W 0 W F- (1.19 Z Z D, 12 1 0 Co o‹ < D Z <LLfz 1.1.60 � o z Z oo Q 0.1 Z Fo0 Cii) Z D 0 CO -c 0 4, ..- -v ---,-_-__,-.--% az., ,„•• . 11 . -4, i ER MARK DATE DESCRIPTION 12.16.11 PLAN CHECK SUBMITTAL PROJECT NO: 11145 CAD DWG FILE: DRAWN BY: JWM CHK'D BY: COPYRIGHT: SHEET TITLE PLUMBING - PARTIAL FIRST FLOOR PLAN P-2 SHEET OF SECTION 15100 BASIC PLUMBING MATERIALS AND METHODS PART I - GENERAL 1.01 SUMMARY A. Work Included: Basic mechanical requirements governing materials and workmanship Incorporating plumbing systems and related trades as specified herein. 1.02 RELATED WORK NOT IN CONTRACT A. Electrical work including conduit, starters, disconnect switches and all line voltage wiring. Note wiring diagrams for additional electrical items. B. Poured -in -place concrete and structural supports for mechanical equipment. Cutting and /or framing as required for openings. G. Painting. D. Fees for installation of sewer services, water services and meters. 1.03 REFERENCES A. Materials and workmanship shall comply with the following references, which are incorporated into the text by common abbreviation only. Supplements which have been adopted by the governing agencies shall take precedence. UPC - Uniform Plumbing Code (Current Edition) Including supplements MCI - International Mechanical Code (Current Edition) including supplements NEC - National Electric Code (Current Edition) NFPA - National Fire Protection Association Standards (current editions) IBC - International Building Code (current edition) Including supplements Seattle Non - Residential Energy Code MEP Tenant Criteria Mall Building Standards B. Plumbing System components and installation shall comply with the nationally recognized standards for the types of equipment and fixtures used including, but not limited to, Underwriters Laboratories' (UL) and the American Society of Plumbing Engineers (ASPE) Data Book. 1.04 SUBMITTALS A. Product Data: Submit six copies of Manufacturer's data for each item to be incorporated into the work. Data shall be bound into a vinyl binders of 1" capacity and shall include an index at the front listing all of the contents. B. Shop Drawings: Submit shop drawings showing related dimensions, accurately scaled to established references and points of verification. Show sizes, materials, connections, elevations and related information. C. Record Drawings: Contractor shall maintain accurate "as- built" marked -up drawings throughout the construction period. Prior to final acceptance, the Contractor shall submit (I) complete reproducible "as- built" set of drawings, dated and signed. Plumbinc contractor shall also provide Autocad based files of the As- Builts ". D. Substitutions and Product Options: No substitutions shall be allowed unless there is prior written approval by the Architect. 1.05 PROJECT /SITE CONDITIONS A. All construction shall comply with the tenant construction standards. It shall be the Contractor's responsibility to obtain this document from the Building Management. B. The Contractor shall field verify all P.O.C.'s and site conditions prior to starting work. Any conflicts with the plumbing design shall be communicated to the Building Management immediately. G. Prior to installation of plumbing components, the Contractor shall verify that related installations and materials are complete to ensure no interruption or interference by delinquent trades. Notify Owner of all such delinquencies and obtain review and direction prior to proceeding, or accept responsibility for correction of faulty /defective installations. D. Prior to installation of any sewer lines, verify the elevation, size and material of the existing sewer pipe or stub -out at the point of connection. If the elevation of the existing sewer pipe is such that the new sewer pipe cannot be installed without maintaining proper slope, Immediately inform the Architect. E. All valves, volume dampers, motors and any device that requires adjustment or servicing shall not be located in an inaccessible location. These devices shall be located adjacent to lay -in ceilings or be provided with access panels if required to be installed over drywall ceilings or shafts. F. Permits and Fees: This Contractor shall arrange, apply for and pay for all permits, inspections, fees, and licenses required for this work by any legally constituted public authority. This Contractor shall furnish the Owner with final certificate of inspection at the completion of the work. F. Gleaning of Equipment and Premises: This Contractor shall thoroughly clean all equipment and apparatus and leave in satisfactory condition for finish painting. If equipment has been supplied with the factory finish, the Contractor shall also be responsible for touch -up work and /or refinishing if required. During construction of the job, this Contractor shall be responsible for clean up of cartons, scrap or debris caused by this work. 1.06 SEQUENCING AND SCHEDULING A. Contractor shall be responsible for scheduling the work of related trades to ensure timely and orderly progress of the total work to be performed. 1.07 GUARANTEES A. New materials and equipment to be guaranteed free from defects and faulty workmanship fora minimum period of one year from date of occupancy. PART 2 - PRODUCTS See Section 15400 and drawings. PART 3 - EXECUTION See Section 15400 and drawings. END OF SECTION SECTION 15400 PLUMBING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. The Drawings and the general provisions of the Contract, including the General and Supplementary Conditions and other Division 1 Specification Sections, apply to the work of this section. B. Plumbing system shall be installed in accordance with the building shell plans, building standards and improvement specifications. 1.02 WORK INCLUDED A. B. G. D. E. F. Sanitary soil, waste and vent piping. Condensate drain piping. Domestic cold water and hot water piping. Plumbing equipment, fixtures and trim. Insulation. Record drawings and guarantee PART 2 - MATERIALS 2.01 PERFORMANCE AND ENERGY REQUIREMENTS A. Provide performance characteristics, physical size and arrangements of equipment and fixtures and other products as shown and scheduled on the drawings. B. Energy consumption of equipment shall not exceed the limits set forth in the Energy Code. G. Contractor shall install only water heater(s) on State approved list. 2.02 PIPE AND FITTINGS A. Soil, waste, vent and vent rainwater piping, above ground: No -hub cast iron soil pipe with neoprene sleeves and stainless steel couplings. B. Soil, waste, vent and vent rainwater piping, underground: No -hub cast iron soil pipe with neoprene sleeves and MG couplings, conforming to GISPI Sandard 310. G. Domestic water piping, above ground: Seamless hard drawn copper tubing, type "L ", with wrought copper fittings and joints above ground with 95/5 solder (100% lead -free solder). D. Domestic water piping, below ground: Seamless soft drawn copper tubing, type "K ", with wrought copper fittings and joints below ground with BAG7 silver solder (100% lead -free solder). I. Pipe shall be incased with a "Plasticskeeve" manufactured by Specialty Products, for pipe sizes 1/2" through 2 ". 2. Single short lengths of tube, may be tape wrapped with 10 MIL.x2" wide polyethylene tape. a Natural gas piping above grade: Schedule 40, ASTM A -50, black steel pipe with malleable iron threaded fittings. F. Waste from sinks in Sience Lab, up to five feet from the sink discharge, shall be "Fused II" polypropylene acid waste system with electrofusion connections. 2.03 ACCESSORIES A. Unions: Walworth, Crane, Stockham or equal. 250 I. class. B. Dielectric Unions: Watts. G. Cleanouts: I. Floor type: Smith #4023 series or equal. Wall type: Smith #4452 or #4532 series, or equal. 3. Grade type: Smith #4253 series or equal. D. Valves: Water, 2 inch and smaller: Ball valves Crane #9502, Nibco 5 -580, or equal. E. Valve access boxes and panels: Provide valve access panels for all valves and trap primers located in concealed areas. Set flush with finished wall, floor or ceiling. Those in finished walls shall have door or plate removed during construction or be otherwise suitably covered to protect finish. 2.04 INSULATION A. Insulate domestic hot water supply piping with 5/4" Manville "Micro -Lok 650" insulation or equal. 2.05 GLEANING PIPING SYSTEM A. The entire piping system shall be cleaned and placed in operation in accordance with IPC and the Health Department requirements. 2.06 PLUMBING FIXTURES, TRIM, DRAINS, AND EQUIPMENT A. As scheduled on drawings. PART 3 - EXECUTION 3.01 GENERAL A. Installation of plumbing systems to be performed in a net and workmanlike manner and in strict conformance with the Uniform Plumbing Gode and Manufacturer's printed instructions. B. Provide necessary hangers, valves, unions and other accessories as required to provide a complete and operable system. G. Pipe hangers and supports shall be provided at intervals and locations per International Plumbing Code. Supports shall be rod type hangers or 'G' channel with appropriate pipe clamps as manufactured by Michigan Hanger Company and Unistrut. Perforated tape or plumber's tape Is not approved for pipe hangers or supports. All copper piping shall be isolated from clamps and hangers with Stoneman "Trisolators ". They shall also be isolated from the building structure, other piping, studs and all ferrous metal with I -inch hair felt strips properly attached to the piping. D. Conduct all required tests in strict conformance ;Nith local code. END OF SECTION '01)4) RECEIVED JAN 2 3 2012 PERMIT CENTER SEPARATE PERMIT APPROVAL 4 FAIRED space planning + interior design j studio 5580 Warbler Way La jolla, California 92037 ph: 619.977/152 fx: 858.456.0605 e: jjorgo@san.rr.com JMA JAMES MANN & ASSOCIATES MECHANICAL - PLUMBING CONSULTING ENGINEERS 11413 PINEHURST DRIVE, SUITE 100 LAKESIDE, CA 92040 819 681 -9950 FAX 819 581 -9940 N T.- CO LU 0 - - 00 ut) co CL. gt-- oo (/) Z 1 < 0, Z O > 0__ t: z 0 C.9 Z9zz a D 2 tt (..) w Q 2 ct w H 0 D < Z 0 o) c z ..... W z 0 Zc 09 < c\I z 0 (s) cni Z D 0 CO o ti 'T ‘? .,., s G • -k. & IfrER MARK DATE DESCRIPTION 12.16.11 PLAN CHECK SUBMITTAL PROJECT NO: 11145 CAD DWG FILE: DRAWN BY: JWM CHK'D BY: COPYRIGHT: SHEET TITLE PLUMBING SPECIFICATIONS P-3 SHEET OF