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HomeMy WebLinkAboutPermit D15-0183 - COMCAST / XFINITY - BUILDOUTCOMCAST/XFINIT'Y 393 STRANDER BLVD D15-0183 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov Parcel No: 2623049005 Address: 393 STRANDER BLVD Project Name: COMCAST/ XFINITY DEVELOPMENT PERMIT Permit Number: D15-0183 Issue Date: 9/9/2015 Permit Expires On: 3/7/2016 owner: Namg x ' ~JI d JARGET CORPORATION T 062� • ' � r, , J . •' F`iir ! • i Address) PO BOX 9456 C/O PROPERTY TAX/TPN 0950, MINNEAPOLIS, WA, 55440 Contact Person: Name: APRILTASSANI Phone: (425) 670-6706 Address: 22002 64TH AVE W, STE 2C, MOUNTLAKE TERRACE, WA, 98043 Contractor: Name: ENGINEERED STRUCTURES INC Address: 3330 E LOUISE DR STE 300, MERIDIAN, ID, 83642 License No: ENGINSI152K2 Lender: Name: COMCAST Address: 393 STRANDER BL, TUKWILA, WA, 98188 Phone: (208) 362-3040 Expiration Date: DESCRIPTION OF WORK: EXISTING RETAIL SPACE TO BE BUILT OUT AS AN XFINITY RETAIL STORE. INTERIOR WORK TO INCLUDE NEW INTERIOR WALLS, DOORS, RELITES, NEW CEILING GRID, LIGHTS AND 2 RESTROOMS Project Valuation: $180,000.00 Fees Collected: $3,730.22 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan nelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No �,{ A Permit Center Authorized Signature: "� V & Date: A l I hearby 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 atta tpd to this permit. Signature: Print Nam Date: g / This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 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" (3A, 4013:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 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) 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) 3: 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, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall) be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minim. um -established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 13: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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. 2436). 19: 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 #2437. 21: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 22: 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 #2437) 20: 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 #2437) (IFC 901.2) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 26: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 31: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: 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. 36: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 37: 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). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: 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. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKfi A Community Development Department Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 " Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Building Per.-.t No. D I 1 j • 01 � ��) Project No. rr� Date Application Accepted: ' Date Application Expires: I or o ce 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 Address: 301 Strander Boulevard Tenant Name: XfMity CC QMC#S+% PROPERTY OWNER Name: REGENCY CENTERS LP P1�ov� 03.- o3- LI-T City: 5EState: Zip: CONTACT PERSON — person receiving all project communication Name: April Tassani Address: 22002 64th Ave W ste. 2C City: Mountlake Terrace State: WA Zip: 98043 Phone: (425) 670-6706 Fax: Email: atassani@waremalcomb.com GENERAL CONTRACTOR INFORMA N Company Name: BooCo constructs Address: 5509 NE 122nd Av te. 410 City: Portland State: OR Zip: 97230 Phone: (503) 262-6 0 Fax: ContrReg No.: B® COC1951R1 Exp Date: Fiawila Business License No.: King Co Assessor's Tax No. Suite Number: 389 New Tenant: 262304-9064 Floor: 1 ® .....Yes ❑ ..No ARCHITECT OF RECORD Company Name: Ware Malcomb Architect Name: Davina Williams Duerr Address: 22002 64TH Ave W Ste. 2C City: Mountlake Terrace State: WA Zip: 98043 Phone: (425) 670-6706 Fax: Email: contact:atassani@waremalcomb.com ENGINEER OF RECORD Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: self Co me Address: City: State: Zip: H:\Applications\Fonns-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BTALDIN,G PERMIT INFORMATIO- 106431-3670 Valuation of Project (contractor's bid price): $ 180,000 Existing Building Valuation: $ 7,000,000 Describe the scope of work (please provide detailed information): Tenant improvement of existing vacant suite. Tenant improvement to be used as Xfmity Retail store. TI to include, new partitions, doors, sidelites & finishes. 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 4,228 V-B MB 2nd Floor P 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: t:'R%5Compact: Handicap: Will there be a change in use? El ....... Yes Z....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © ....... Sprinklers 0 ....... 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 8-112"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:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 2 of 4 bh g PUBLIC, WORKS PERNUT INFO#ATION — 206-433-0179 Scope of Work (please provide detailed information): t x, _t$6ln� *Y��I Space be bu`��t out c�S oar X i 01W YQ-1-u`r 5'tz�re - v►�c�v ivr i13 Or < _�o rnY q&e r wills , d� � t',e , ►. �li�� 5r1CkNt C Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 11 ❑ ... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila l% ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System' Jv J ' ❑ 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): 1 ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) � J Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # El ... Deduct Water Meter Size " ❑ ...Sewer Main Extension.............Public ElPrivate ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: city state zip Water Meter Refimd/Billin>?: Name: Day Telephone: Mailing Address: city State zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTennit Application Revised - 6-9-1 l.doca Revised: August 2011 Page 3 of 4 bh PERMIT tAPPLICATION 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 OWNER OR AUTHORIZED AGENT: Print Name: Mailing Address: 22002 64th ave w Date: 07/21/2015 Day Telephone: (425) 582-5507 Mountlake Terrace WA city State 98043 Zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK + • QUANTITY PAID $2,305.68 D15-0183 Address: 393 STRANDER BLVD Apn: 2623049005 $2,305.68 DEVELOPMENT $2,196.10 PERMIT FEE R000.322.100.00.00 0.00 $2,191.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $109.58 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6111 R000.322.900.04.00 0.00 $109.58 $2,305.68 Date Paid: Tuesday, September 08, 2015 Paid By: MICHAEL BLOSSER Pay Method: CREDIT CARD 055791 Printed: Tuesday, September 08, 2015 3:39 PM 1 of 1 SYSTEMS Date Paid: Tuesday, July 21, 2015 Paid By: MICHAEL BLOSSER Pay Method: CREDIT CARD 056498 Printed: Tuesday, July 21, 2015 12:07 PM 1 of 1 OrP srsreMs L.T INSPECTION RECORD Retain a copy with permit 15-o%i�3 INSPECTION NO. PERMIT N.O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: y� Type of Ins ction: Address: Pate Called: Special Instructions: p Date Wa ted: a.m. Reque ter: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. — paid at 63UU Southcenter bLvd.. Suite IUU. Gall to schedule reinspection. � G INSPECTION RECORD -� Retain a copy with permit INSKLkON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188/ �r� (200 431-3670 Permit Inspection Request Line (206) 438-9350 (� �.1 Pr( �- T', � Type of inspection: r ( "- A �t f /� ( Da e Called: Special Instructions: Date Wanted: r a.m d o .e T p.m. Re ues er: , C r Pho a o: 00 IInspector: )� V I V 70 "—f/P REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: c Type of Inspection: ds: JA,,q �o l Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: ❑ Approved per applicable codes. 4 Corrections required prior to approval. Inspector: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD (3) Retain a copy with permit 01 I PEC N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr t: •(' Type of Inspectio , p C l/'�-I , Ad res : �� Date Called: 31FJ �� Special Instructions: Date Wanted: p.m. Re St r: c Phone No: Approved per applicable codes.Corrections required prior to approval. le G M Inspecto : ID11f���.�� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit is 6 Cb S I ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P?tt: o Typepf Inspection. ,p ��rt < /( �s' A Address: /��- / (� V Date Cale Special Ins ructions: ✓� Date Wanted: G_ a.m. ""i r _ p.m. Requester: Phone No: (Inspector: --� IuIt( 0—/, G---/�o REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I'fQQ 10. INSPECTION RECORD N Retain a copy with permit D(`5 ' f T] INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect:' Type of Inspectiop: (zk( Address: ���� Date Called: R' 3 Ova ev" Special Instructions: Date Wanted: f a.m. p.m. Requeste : V op k-,*-b6ost v-QL(t, Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .INSPECTION RECORDS Retain a copy with permit / 57 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Ins ection: Address: Contact'Person: ` Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: All Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspec"fori<--� I Date: Hrs.: 2 ,CD U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Bming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD DI5 - dl63 Retain a copy with permit -/g:; -F - /S/ INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: f{ Address: t Contact Person: Suite #: r Special Instructions: Phone No.: `,Approved per applicable codes. Corrections required prior to approval. I COMMENTS: Jf , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector`: _ � Date: / o1z y�/j,- Hrs.: /, p $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 e INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER s r - 1 u,3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type /of Inspection: Address:' �`� J �� -� R.v� Qr- I�� Contact Person: Suite #: Special Instructions: Phone No.: ®-Approved per applicable codes. Corrections required prior to approval. COMMENTS: N Qua o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i ,� g2- Date: Hrs.: 1 $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: Com an y Name: Address: City: I State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June-2943 Project Info Project Address 301 'n—A-r i.41 (�� l Da Fa uil e t A PROVED AUG 2 5 2015 Applicant Name: April Tassani Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts er ft r ross R ro n T attS. owe 'att§�1 area) 100/101 Sales area 1.68 102/103/104 Restroom 0.98 186 182 105 Office - Open plan 0.98 567 556 106/107/108 Office - Enclosed 1.11 177 196 109 Storage 0.63 427 269 Atrium** Enter Height: 111-0" Retail Display Allowance from LGT-INT-DISPLAY * Select Table C405.5.2(2) category from drop down menu. '* For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Area Allowed Watts Total 4043 5716 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Wafts/ Fixture Watts Proposed 100 6" fluorescent can lights 36 52 1872 100 1'x2' LED linear wall washer 14 42 588 100 LED round pendant 54" 1 64 64 100 LED round pendanct 36" 2 40 80 100 8" fluorescent can lights 31 26 $06 101 8" fluorescent can lights 4 26 104 102/103/106 8" fluorescent can lights 6 52 312 104/105 2x2 fluorescent fixture 7 52 364 105/107/108 2x4 fluorescent fixture 8 64 512 109 2x4 fluorescent fixture 61 64 384 Retail Display Lighting from LGT-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 5086 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 manufacturers listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. 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 lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. RECiciVE0 CITY OF TUKWILA JUL 2 1 2015 PERMIT CENTER DI9 - �I� �i City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 05, 2015 APRIL TASSANI 22002 64TH AVE W, STE 2C MOUNTLAKE TERRACE, WA 98043 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0183 COMCAST / XFINITY - 301 STRANDER BLVD Dear APRIL TASSANI, 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I Ix17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. On sheet A8.2 I have a concern for the soffit framing where the angle bracing is sufficient to resist vertical and lateral seismic loads. Please verify and if necessary provide an analysis with any changes to the framing detail. Also provide a framing design for the angled GYP ceiling area at the front entry. GYP board ceiling details shall show where all soffits are adequately braced or securely attached to the buildings structure to resist vertical and lateral seismic loads. 2. In addition to the exiting plan, provide an egress plan for this tenant that clearly identifies common paths of egress leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Egress paths shall be continuous to each exit. Specified egress paths shall be the ones to be inspected for egress illumination requirements. (IBC 107.2.3 & Section 1006) 3. Detail #1 on sheet A2.1 shows the restrooms details on 2/A6.1. I assume it should read 1/A5.1. This is for your information only. This can be redlined on the sheet if assumption is correct. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-437-3665 If you have any questions, I can be reached at 206-433-7165. Sincerely, �i4p-jkRachelle Ripl Permit Technician File No. D15-0183 h.inn,Snuthrvntvr Rrnu.levnrd ,Suites #lnn • Tukwiln Wn.chinotnn 98788 • Phnnv 206-437-367n • F17r'2n6_d31_3665 WARS MALCOMB Leading Design for Commercial Real Estate 8-17-15 ATTN: Allen Johannessen Plans Examiner (206)433-7163 6300 Southcenter Blvd. Ste.100 Tukwila, WA 98188 RE: Permit: D15-0183 Comcast/Xfinity 301 Stander Blvd. Responses to your comments are noted below: Buildin¢ 1. On sheet A8.2 I have a concern for the soffit framing where the angle bracing is sufficient to resist vertical and lateral seismic loads. Please verify and if necessary provide an analysis with any changes to the framing detail. Also provide a framing design for the angled GYP ceiling area at the front entry. GYP board ceiling details shall show where all soffits are adequately braced or securely attached to the buildings structure to resist vertical and lateral seismic loads. Please see the additional soffit detail for bracing to the structure on sheet A8.2. The detail is also referenced on sheet A3.1 on the reflected ceiling plan at the greeter soffit. 2. In addition to the exiting plan, provide an egress plan for this tenant that clearly identifies common paths of egress leading to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exists are require. Egress paths shall be continuous to each exit. Specified egress paths shall be the ones to be inspected for egress illumination requirements. (IBC 107.2.3 & section 1006). Please see the egress plan #3 with the emergency path lighting on sheet A1.1. Also added is a new note regarding foot candle requirement. 3. Detail #1 on sheet A2.1 shows the restrooms details on 2/A6.1. I assume it should read 1/A5.1. This is for your information only. This can be redefined on the sheet if assumption is correct. Please redline, assumption is correct. This concludes the response comment letter. Please let me know if you have any further comments or questions for me. 6Sinc ely, Ap Tassani Ware Malcomb Project Manager Email: atassani@waremalcomb.com Direct:425-670-6706 internatiara2 Beach waremalcomb.com architecture I planning I interiors 22002 64th avenue w. suite 2c 1 425.670.6706 graphics , civil engineering mountlal<e terrace. wa. 98043 1 f 425.774.8219 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0183 DATE: 08/19/15 PROJECT NAME: COMCASTAFINITY SITE ADDRESS: `Q-STRANDER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: W k4 Building Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DATE: 08/20/15 Structural Review Required ❑ DATE: DUE DATE: 09/17/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/ 19/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0183 PROJECT NAME: COMCAST / XFINITY SITE ADDRESS: 2Q�STRANDER BLVD X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: cwf h� -1M Building Division Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) N REVIEWER'S INITIALS: DATE: 07/21/15 1 Revision # before Permit Issued Revision # after Permit Issued ,4,tJ( / WC Fire Prevention Structural ❑ * V�- -11,�l Planning Division Permit Coordinator ❑ DATE: 07/23/15 Structural Review Required ❑ DATE: DUE DATE: 08/20/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg g Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 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, fax, etc. Date: Y 1-7"" l s— Plan ChecWPermit Number: D15-0183 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 RECEIVED ❑ Revision # after Permit is Issued AUG 17 2015 ❑ Revision requested by a City Building Inspector or Plans Examiner Community Development Project Name: COMCASTAFINITY Project Address: 301 STRANDER BLVD Contact Person:T (T�jc—or Phone Number: `"` 2 5 �" �� L— &-07 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on WAPermit CenteffemplatesTorms\Revision Submittal Form.doc Revised: March 2014 ENGINEERED STRUCTURES IN" Page 1 of 4 Home Inicio en t spaGol Contact Safety Washington State Department of Labor & Industries ENGINEERED STRUCTURES INC Owner or tradesperson Principals C T CORPORATION SYSTEM, AGENT NELSON, NEIL WALTER, MEMBER HILL, THOMAS DEAN, MEMBER SHOCKLEY, ROB HAMILTON, MEMBER ECKHARDT, JAMES L, PRESIDENT (End: 11 /22/2010) ECKHARDT, NELLIE R, VICE PRESIDENT (End:11/22/2010) Doing business as ENGINEERED STRUCTURES INC WA UBI No. 600 574 197 License Search L&I , A-'L Index Heap My Secure mill Claims & Insurance Workplace Rights Trades & Licensing 3330 E LOUISE DRIVE, SUITE 300 MERIDIAN, ID 208-362-3040 Business type Corporation Governing persons JAMES L ECKHARDT THOMAS D HILL; Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .................... Meets current requirements. License specialties GENERAL License no. ENGINSI152K2 Effective — expiration 05122/1985— 05/20/2016 Bond ................. Fidelity & Deposit Ins Co of Maryland $12,000.00 Bond account no. 9140642 Received by L&I Effective date 03/06/2015 03101/2016 Expiration date Until Canceled Bond history Insurance ..............I............ - National Union Fire Ins of PA $1,000,000.00 Policy no. GL1617020 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600574197&LIC=ENGINSI 152K2&SAW= 9/9/2015 CAUTION: IF THIS SHEET IS NOT 30"x42" IT ISA REDUCED PRINT ABBREVIATE N Y O S GENERAL PROJECT NOTES 0 � r LU z N Q W & And Jan. Janitor wo L Angle JT. Joint GENERAL NOTES: DRAWING NOTES: ® U At KIT. Kitchen z Centerline K.O. Knock Out 1. THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM TO 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS � .v N Diameter or Round STATE AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THIS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH z i # Pound or Number LAB. Laboratory PROJECT. OR CENTERLINE OF GRIDS. LAM. Laminate E (E) Existing LAV. Lavatory 2. THE TERM "ARCHITECT" OR "DESIGNER" AS USED IN THESE DOCUMENTS REFERS 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N. o0 LKR. Locker TO WARE MALCOMB. XFINITY TUKWILA w 0 AAcoustical LT. Light 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED i A.D..D: Area Drain 3. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER 0 y- AD Adjustable RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OF SMALLER SCALE DRAWINGS. o 0 AGGR. Aggregate MAX. Maximum PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH o AL. Aluminum M.C. Medicine " APPROX. Approximate MECH. Mechanical THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO '� ARCH. Architectural MEMB. Membrane CONTRACTOR. ACCURATELY LOCATE FINISHES IN THE SAME PLANE. arm ASB. Asbestos MET. Metal 4. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS01 ASPH. Asphalt MFR. Manufacturer TEMPORARY SUPPORTSH., ETC. DURING DEMOLITION AND/OR CONSTRUCTION IS THE THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, L 1= MIN Manhole SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY U.O.N. CU S�l �R AmND=E==R BOUR �VAIK=%D SUI�l dow i-3 BD. Board MIN. Minimum BITUM. Bituminous MIR. Mirror THE STRUCTURAL ENGINEER OR ARCHITECT. Q J BLDG. Building MISC. Miscellaneous 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY N AV AM BLK. Block M.O. Masonry Opening =%I BIN& 5. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS wLA '0=%�ON o BLKG. Blocking MID. Mounted FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. THROUGHOUT, U.O.N.0 Am WA'K n LU BM. Beam MUL. Mullion o B.O.C. Bottom of Concrete 6. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. o 00 B.O.M. Bottom of Mullion N. North CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART z B.O.P. Bottom of Panel N.I.C. Not In Contract OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF o w B.O.R. Bottom of Reveal NO. Number COORDINATE WITH "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN cv , BOT. Bottom NOM. Nominal OWNER AND TENANT. THE SAME BUILDING. 0 °45' CAB. Cabinet N.T.S. Not To Scale 7. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR _ 3 C.B. Catch Basin EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT (For Te&l-%1a1---1tI I I prove irneint "Perimli M en 3 CEM. Cement O.A. Overall WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF o v OBS. Obscure INTERIOR / EXTERIOR NOTES: M CER. Ceramic THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS CO � 01 O.C. C.I. Cast Iron On Center ;-4 v N THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE �'' x o 00 C.G. Corner Guard O.D. Outside Diameter (Dim.) 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, 0° bo 'oo �+ ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. CLG. CeilingOFF. Office DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, � - ' o a, N CLKG. Caulking LO OPNG. Opening SLABS FLOORS STRUCTURAL FRAMING WALL PARTITIONS CEILINGS ETC. IT ISQ v 11:1 N N 9 8. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ' ' PROJECT -DATA SHEET INDEX = � ° CLO. Closet OPP. Opposite" REQUIRED THAT AN APPROPRIATELY SIZED: OPENING OR CLEARANCE BE �' 0 P.. to ' N ss, Z ("AS -BUILT DRAWINGS) AND SHALL PROVIDE SAID DOCUMENTATION TO THE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS C.O. Caase CLR. Clear ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION ALLOWED. WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF d Opening PRCST. Pre -cast a COL. Column STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR (15 SHEETS) CL PL. Plate 9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTURAL Ld C.O.M. Center of Mullion P.LAM. Plastic Laminate SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR BUILDING DEPARTMENT: CITY OF TUKWILA CONC. Concrete ARCHITECT'S ATTENTION FOR CLARIFICATION. A0.1 TITLE SHEET PLAS. Plaster BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, o CONN. Connection PLYWD. Plywood OR BOTH. BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE (WA STATE AMENDMENTS) r CONSTR. Construction PR. Pair 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND 2012 WA STATE ENERGY CODE ,, A0.2 GENERAL NOTES z CONT. Continuous PT. Point 10. THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND LOCATE ACCESS DOORS/PANELS IN WALL &CEILING CONSTRUCTION AS REQUIRED 2012 INTERNATIONAL MECHANICAL CODESrR P����'��tT a L1 f- C.O.R. Center of Reveal P.T.D Paper Towel Dispenser JOB SPECIFICATIONS ARE SUPPLEMENTARY TO ARCHITECTURAL CONSTRUCTION TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING &ELECTRICAL 2012 INTERNATIONAL PLUMBING CODE EU�4=�; A0.3 ACCESSIBILITY DETAILS C CORR. Corridor P.T.D/R Combination Paper Towel DRAWINGS. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL 2012 INTERNATIONAL FIRE CODE U) CTSK. Countersunk pTN. Partition IMMEDIATELY BROUGHT TO THE ATTEN1ON OF THE ARCHITECT FOR CLARIFICATION. LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 2009 ICC/ANSI 117.1 rMsbillanieal A1.1 OCCUPANCY/EXIT & DEMOLITION PLANS m = CNTR. Counter Pa er Towel Rece tacle o 3 P.T.R. p P j' Electrical CTR. Center 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN A2.1 PARTITION & DIMENSION PLANS P.J. Panel Joint 11. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, RATING. OCCUPANCY CLASSIFICATION: PER IBC CHAPTER 3 (SECTION 302) - M/B Plumbing � O Ir DBL. Double MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK A3.1 REFLECTED CEILING- & FINISH PLANS Q.T. Quarry Tile SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT �Ga5 Piping z a DEPT. Department EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR TYPE OF CONSTRUCTION: PER IBC CHAPTER 6 (SECTION 602) - V-B o Q p R. Riser A4.1 POWER & SIGNAL PLAN D.F. Drinking Fountain CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL CitY Of Tt>ktvila LU I- DET. Detail RAID. Radius SPRINKLERED: YES . R.D. Roof Drain 12. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT DAMAGES CAUSED BY CONTRACTOR. f31.36i_Di>i14G Di1/(S101� A5.1 ENLARGED RESTROOM PLAN AND ELEVATIONS DIM. Diameter PRIMARY ZONING: > w REF. Reference ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS, U.O.N. A6.1 ENLARGED PLANS &MILLWORK ELEVATIONS DIM. Dimension 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & REFR. Refrigerator TUC DISP. Dispenser LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE m RGTR. Register 13. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS WITHOUT DN. Down DENSITY RATINGS FOR FINISH MATERIALS. NUMBER OF STORIES: 1 A6.2 ENLARGED PLANS & MILLWORK ELEVATIONS D.O. Door Opening REINF. Reinforced THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED ages Shall be made to the .Scope DR. Door REQ. Required AT THE CONTRACTORS EXPENSE. Of work VAbout prior approval of A6.2a ENLARGED PLANS & MILLWORK -ELEVATIONS � 6. WHEN USED ALL NOISE BARRIER BATTS SOUND INSULATION AND INSULATION tilmitla Building Division. RESIL. Resilient � ) � i' r" DWR. Drawer BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE ASSESSOR'S PARCEL NO.: 2623o4-9os4 �,,.. J COPY DS. Downspout RM. Room 14. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY OZONE DEPLETING COMPOUNDS. NO S: PsVisic'1- ill requiro.1 ne j p%n submittal A6.3 MILLWORK DETAILS , R.O. Rough Opening SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT O$P/ D.S.P. Dry Standpipe TAX PAYER: f is„r� t�ta];- :'lUdead(:Rfional p.a, re►�+;rry� fC-�. j cn RED. Redwood WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE REGENCY CENTERS LP L; DWG Drawing ' � -""�' •__ A7.1 DOOR SCHEDULE &DETAILS � �, � . / '� z g R.W.L. Rain Water Leader CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. o 00 E. East Cn S. South MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 8. OUR FIELD VERIFICA11ON IS BASED ON THOSE BUILDING ELEMENTS WHICH ARE LEGAL DESCRIPTION: LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 91-9-SS RECORDING NO 9208261819 SAID SHORT PLAT A8.1 WALL DETAILS Flan review ravel is to errors and omissions. EA. Each S.C. Solid Core IMMEDIATELY AND READILY VISIBLE WITHOUT THE USE OF DEMOLITION OR �� E.J. Expansion Joint 15. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN DAF - POR OF SW 1/4 OF NE 1/4 - BEG SW CDR OF NE 1/4 TH N 01-10-24 E 1293.57 FT TO S MGN OF STRANDER BLVD TH S 88-15-33 E 665 FT TO A8.2 CEILING & MISCELLANEOUS DE�VaI ftf construction itlitEerltS does Curt LUthCftiB o • EL. Elevation S.C.D. Seat Cover Dispenser WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE REMOVAL OF ANY PERMANENT ELEMENTS. POB TH S 01-44-27 W 63 FT TAP OF TANGENT CURVE CONCAVE TO NE RAD OF 130 FT TH SELY ALG SD CURVE THRU ARC OF 34-27-01 ARC LENGTH OF o W ELEC. Electrical SCHED. Schedule ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER 78.17 FT TH S 88-15-33 E 212.17 FT TH S 01-44-27 W 62 FT TH S 88-15-33 E 9 FT TH S 01-44-27 W 62 FT TH N 88-15-33 W 133 FT TH S the vi�tion of any coda oror�nance. R�ipt w S.D. Soap Dispenser a ELEV. Elevator / TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND JOB SITE NOTES: 01-44-27 W 150 FT TH N 88-15-33 W 482.33 FT TH S 48-28-37 W 113.91 FT TH S 01-44-27 W 37.10 FT TH N 88-15-33 W 120 FT TH S 01-44-27 of approved Field CAW t ifions' Cltnowl ed: U SECT. Section U) /1 EMER. Emergency FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO W 80 FT TH N 88-15-33 W 84.69 FT TO W LN OF SAID SW 1/4 TH S 01-10-24 W 687.83 FT TO SW CORNER OF NE 1/4 TH S 88-06-43 E 1309.38 FT �J J ENCL. Enclosure SH. Shelf PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT TO W MGN OF ANDOVER PARK WEST TH -N 01-03-25 E 1296.97 FT TO S MGN OF STRANDER BLVD TH N 88-15-33 W 641.71 FT TO POB --- AKA LOT 2 w SHR. .Shower � .._,...._.. > .. E.P. Electrical Ponelboard QUALITY TO THE PRODUCT SPECIFIED. THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREME NOISE OF CITY OF TUKWILA LOT LN ADJ NO 88-6-BLA RECORDING NO 8901240241 --- LESS PORTION FOR R/W TO CITY OF TUKWILA o .EQ. Equal SHT. Sheet CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR Date: I / _ SIM. Similar 0 EQPT. Equipment 16. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS - SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN z n/ S.N.D. Sanitary Napkin Disp. PROJECT SCOPE: `d LL_ E.W.C. Electric Water Cooler SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM ADVANCE PRIOR TO WORK. THE SCOPE OF THIS PROJECT IS A TENANT IMPROVEMENT OF RETAIL SPACE -.co - S.N.R. Sanitary Napkin Recept. City Of 11i kwila EXST. Existing THE ARCHITECT. TO INCLUDE CONSTRUCTION OF NEW PARTITIONS, MILLWORK, LIGHTING AND fY Qp SPEC. Specification Li EXPO. Exposed 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND ELECTRICAL. BUILDING DIVISION � r EXP. Expansion SQ. Square 17. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN a > co S.ST. Stainless Steel w EXT. Exterior SHALL SUBMIT ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND Y 1 1 S.SK. Service Sink INCLUDE DETAILED, FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. GENERAL CONTRACTOR TO PROVIDE SUBMITTALS TO ARCHITECT FOR REVIEW AND APPROVAL. PROVIDE 1.. J STA. Station TENANT OCCUPANCY: BACK OFFICE (B) 1,512 S.F. � Q F.A. Fire Alarm DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND MERCANTILE M 2,716 S.F. ELECTRICAL, MECHANICAL, FIRE PROTECTION, SPRINKLER, FLOORING, ALL FINISHES, LIGHTING, DOORS & STD. Standard ( ) J F.B. Flat Bar S1L. Steel ORIENTATION OF ALL ITEMS SHOULD BE CI FAR[ Y INDICATED_ BEGIN FABRICATION 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE HARDWARE, MILLWORK, RESTROOM ACCESSORIES, PLUMBING, FIRE EXTINGUISHER CABINETS. F.D. Floor Drain OF SHOP ITEMS AFTER RECEIVING ARCHITECT'S OR DESIGNER'S APPROVAL OF SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE DEFERRED SUBMITTAL. TOTAL 4,228 S.F. U) FDN. Foundation STOR. Storage SHOP DRAWINGS. LOCATION OF DISPOSAL SITES. STRL. Structural Z O Q F.E. Fire Extinguisher DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING SUS. Suspended RESPONSIBILITMATRIX0 m ._! F.E.C. Fire Extinguisher Cab 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, 2 SYS. Symmetrical 18. THE ARCHITECTS REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL>= F.H.C. Fire Hose Cabinet AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. z CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM � w FIN. Finish TRD. Tread NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS IN WRITING AND BROUGHT BY INSTALLED REMARKS z FL. Floor T.B. Towel Bar TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. DESCRIP11ON PROV. FLASH. Flashing T.C. Top of Curb SUBMISSION NOR SHALL IT RELIEVE HIM (GENERAL CONTRACTOR) FROM CORRIDOR CARPETS. N A w FLUOR. Fluorescent TEL. Telephone GENERAL CONDITIONS C 0 �.._ RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED F.O.C. Face of Concrete TER. Terrazzo VIEW BUILDING PERMIT GC N/A GC TO PAY BUILDING DEPT. FEES. F.O.F. Face of Finish T. & G. Tongue and Groove PER STATE AND LOCAL CODES. AERIAL PROVIDE ALLOWANCE IN BID 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL F.O.M. Face of Mullion THK. Thick DEMOLITION C REQUIRED BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. 0 F.O.S. Face of Stud T.O.C. Top of Concrete 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN CONCRETE CUTTING, POURING, SAWING GC GC 0 FPRF. Fireproof T.O.P. Top of Panel ISSUANCE OF A BUILDING OR GRADING PERMIT. MASONRY GC GC AS REQUIRED -J F.S. Full Size T.O.R. To of Reveal 20. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE GC GC LL p STRUCTURAL MISCELLANEOUS METALS EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FT. Foot or Feet T.O.RC. Top of Deep Recess 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING ROUGH CARPENTRY GC GC w '-- FIG. Footing T.O.M. To of Mullion FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR>< g p CODES. WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & MILLWORK IN RETAIL AREA 100 RANDAL RANDAL COMCAST TO PURCHASE MILLWORK FROM Q ♦^ FURR. Furring T.O.W. Top of Wall COUNTY REQUIREMENTS. x. COMCAST MILLWORKER AND INSTALL ALL V J FLIT. Future T.P. Top of Pavement 21. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES FIXTURES AND ASSOCIATED POWER. REFER TO T.P.D. Toilet Paper Dispenser 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN INSTALLATION INSTRUCTIONS. r AND PER CONTRACT DOCUMENTS AS NEEDED. GA. Gauge T.V. Television AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING Q G.B. Galvanized T.W. Top of Wall AIR DISTRIBUTION SYSTEMS. GC IS RESPONSIBLE TO ACCEPT ALL w G.B. Grab Bar TYP. Typical 22. PRIOR TO THE ISSUANCE OF FINAL CERIIFICAIE OF OCCUPANCY FOR THIS M GL. Glass PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO ORDER DELIVERIES, UNWRAP, INSPECT & �w THE DEPARTMENT OF BUILDING AND SAFETY STAl1NG THAT ALL WORK HAS BEEN 9• BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE DOCUMENT ALL DAMAGE BEFORE rr GND. Ground UNF. Unfinished DONE SO IN ACCORDANCE WITH STATE & LOCAL CODES. ACCEPTING DELIVERY. GR. Grade U.O.N. Unless Otherwise Noted PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND SUBMITTALS GC GC TO PROVIDE SUBMITTALS TO ARCHITECT GYP. Gypsum UR. Urinal SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE11MDm �. R�\n�W AAIn ADDRn\/DI DRn\nnG' AA /� /D 4 XX 2 ULJIVN bUILU S�f AUUIU/VIJUAL JTJItM 6C LWUIF'MtNI umv umv vL, 1U rRUVIUL DNlir\ DUALO, FULL JIRnvVJ, Q X �� WALL -MOUNTED - SHEET NUMBER FIRE EXTINGUISHER 3 X KEYNOTE INDICATOR WALL MATERIAL TYPE P 1 TYPE NUMBER BOOCO CONSTRUCTION INC. 5509 NE 122ND AVE ST. 410 KYLE HERBEL PORTLAND, OR 97230 PH: (503) 348-9949 INTERACTIVE DMG PETER KENEZ 385 MARKET ST PH: 908 445-2560 WPM WOPTN WA mn-A� � () a Y 5 STRANDER BLVD CEPTACLES, ETC. DMGLATION,L ALL BELING TO AV.EQUIPMENT. GC TO BE RSITEFOR DMG INSTAL No z w �. .� �. _.w.�,. ' w a a w COMPUTER EQUIPMENT COMCAST COMCAST COMCAST IT TO PROVIDE POWER/DATA AS REQUIRED ONITOR AND KEYBOARD TRAYS RANDA GC IMTF'RInR RFTefI clrm.&np nnvAmrFn envenlrFn 00 rl - PA / PM: A. TASSANI DRAWN BY: C.T/W.M JOB NO.: SEA15-6048-00 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT U) N O Q I m 0 (D 1-1 C) U 0 U 0 U N U < Q 1 0 D c X I 0 0 I m o m I ul Q w cn 0 U O U U) O ►-_ DEMOLITION NOTES FINISH NOTES CEILING NOTES PARTITION PLAN NOTES FIRE AUTHORITY NOTES 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. ADVANCE. . WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME 2. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITION. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. COLOR AND MANUFACTURER. BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE CONTRACTOR TO VERIFY OMITTED FINISHED WITH ARCHITECT PRIOR TO ORDERING 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N. STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT COURSE OF THE DEMOLITION WORK. PRODUCTS. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY STANDARDS. DISCREPANCIES ON PLANS. 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL 2. VERIFY LOCATIONS OF EXISTING MECHANICAL PLUMBING AND MBIN ELECTRICAL 3. STALL MA IN TERIALS ACCORDING TO MANUFACTURERS SUGGESTED INSTALLATION CONSTRUCTION. 3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN B UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP APPROVED OR NOTED. ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN DESIGNATED UTILITIES WITHIN THE DEMOL111ON AREA. REFER TO THE PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR 0'-4" OF ADJACENT PERPENDICULAR PARTITION. 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE CLARIFICATIONS. COMBUSTIBLE BUILDING MATERIALS TO THE SITE. WITH STATE & LOCAL CODES. 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS 1 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. SHALL BE REPORTED TO THE ARCHITECT. COMPLIANCE WITH LOCAL FIRE AUTHORITY. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT CONDITION. WALL SURFACE. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE 7, USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE 6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. MOISTURE OR WHERE TILE IS USED. PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-O" 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING A. THREE (3) 12 X 12 SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, AND SPRAY BOOTH. PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH 7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12 ABOVE THE CEILING GRID. 8, ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL REQUIRED. IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT CODES. 7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. 8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING STATE &LOCAL FIRE CODES. TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON B. ONE (1) (CENTERED) 24" X 24" MOCK-UP WITH SAMPLE SEAM CENTERED OF ALL DRAWINGS. THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO FABRIC AND VINYL FINISHES AND COLOR. 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER AS NOT TO .DAMAGE ADJOINING CONSTRUCTION. SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE 6. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING C. THREE 3 12" X 12" SAMPLES OF ALL FLOOR COVERING. �) SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION) CONTRACTOR SHALL COORDINATE ALL CLEAN -OUT LOCATIONS WITH EQUIPMENT, ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT MORE. U U11LIT1ES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. 10. ALL SPRINKLER HEADS AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND FOR APPROVAL PRIOR TO INSTALLATION. REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN 6. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM 11. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS. 9. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. CONJUNCTION WITH THE EXECUTION OF HIS WORK. ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD BEFORE PLACING FULL ORDERS. LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDI1ONS PRIOR TO 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING FABRICATION. LOCAL FIRE CODES. CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS 7. SUBMIT SEAMING PLAN FOR ALL FLOOR FINISHES TO ARCHITECT FOR APPROVAL 0 11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION PRIOR TO ORDER. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24-HOURS IN ADVANCE. 8. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. INSTALLATION. APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE -PROTECTION OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL 9. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND SPECIFICATIONS. CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS. 12. LOCATIONS .AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN 10. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF NOTED. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. OVERLAPPING. ALL ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. INCLUDED. FROM FIRE DEPARTMENT PRIOR TO ORDERING. INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING 11. PRIOR TO THE INSTALLA1OF WALL COVERINGS, SURFACES SHALL BE ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICALON CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. ENGINEER. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: CONTRACTOR. BACK-UP PLATES AND OR SUPPORTING BRACKETS AS REQUIRED FOR THE / 2-A-10B: C (FOR OFFICE), OR 10-A-808: C (FOR WAREHOUSE), SHALL BE 12. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE &LOCAL CODES, THEY SHALL BE _ INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. PROVIDED WITHIN 75 -0„ MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY FEET OR PORTION THEREOF ON EACH FLOOR. CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE RESPONSIBLE FOR ALL FLOOR PREPARATION. COORDINATED WITH THE ARCHITECT. CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE . . 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE 13. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N. 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL DONE IN A LEGAL MANNER. SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF 14. WHERE FLOOR -MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT 16. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. TRIM CARPET. FOOT-CANDLE AT THE FLOOR LEVEL. APPROVAL. IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 15. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND 17. EMERGENCY LIGHTING SHALL BE (2) SEPARATE SOURCES OF POWER AND SHALL 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY FULL 11LE FROM WALL ADJACENT TO DOOR SWING, U.O.N. COMPLY WITH THE NEC. ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. EXCEEDS 12'-O" IN HEIGHT, AND 6'-O" FOR GROUP "A" PLASTICS AND CERTAIN TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE 16. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. 18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR DUCTS PENETRATING FIRE RATED ASSEMBLIES ENCLOSURES WALLS FLOORS OR � � 18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING 17. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. TO INSTALLATION. SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH' PILED .STORAGE IN NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL ACCORDANCE WITH STATE & LOCAL FIRE CODES. COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 18. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE HAVE DIRECTIONAL EXIT SIGNS. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND ON FINISH PLANS. CODES. 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE " " 20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY . IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE 19. FLOOR FINISHES TO CONTINUE UNDERNEATH OPEN FLOOR AREAS OF MILLWORK, FIXTURES COME IN DIRECT CONTACT WITH INSULATION. SHOWING THE SPECIFIC RATING. WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. ARE OPEN TO THE FLOOR. - . SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF 20. FLOORS SHALL SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND PAINT OR WALL COVERING MATERIAL. AND FIRE CODES. CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. A STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR MILLWORK NOTES 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, OR ANY SPECIAL KNOWLEDGE OR EFFORT. STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION 21. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW ENVELOPE, U.O.N. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS 1. CONTRACTOR MUST NOTIFY ARCHITECT / DESIGNER OF ANY DISCREPANCY IN SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FIR HORNS, STROBE OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE WITH FLOORING MANUFACTURES RECOMMENDED MAXIMUM CONTENT FOR PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS BUT OMITTED FROM SCHEDULES 23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS CONTROL LIGHTS PANEL CONNECTIONS SMOKE DETECTORS AUDIO VISUAL ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. WARRANTIES AND ADHESIVE PRODUCTS. OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. AND SOFFITS FOLLOWING REMOVAL OR INSTALLATION OF ANY SURFACE MOUNTED ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR OR RECESSED FURNISHINGS, RECEPTACLES, UTILITY PIPING, SHELF STANDARDS & 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES 22. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH TO ORDERING PRODUCTS. ALL OTHER SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING THE AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS DEMOLITION PHASE INSTALLED DURING THE I PHASE: TAPE AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. 2. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL PRIOR TO FABRICATION TO WITH Y NEW FINISH H SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEW FINISH TO MATCH EXISTING NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE THE ARCHITECT. CABINETMAKER SHALL USE ON SITE FIELD FRAMING DIMENSIONS FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE 23. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL FOR ALL SHOP DRAWINGS AND FABRICATIONS. ANY SUBSTITUTIONS TO THE EXISTING FINISH TO PROVIDE CONSISTENT & CONTINUOUS FINISH. BEEN TAKEN. SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. FOLLOWING SPECIFICATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT 24. FEATHER SUB -FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE FLOORING TO CARPET, FOR FLUSH INSTALLATION. 3. CABINET MAKER TO COORDINATE & VERIFY WITH CONTRACTOR FINAL LOCATION REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 25. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING FOR CANTILEVERED COUNTERS FOR IN -WALL SUPPORT BRACKETS, PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLA110N HEIGHTS FOR POWER SIGNAL NOTES DOOR NOTES ACCESSIBILITY CODES 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE FLOOR TYPES MEET, VERIFY COLOR. AND STANDARDS WITH COUNTER TOP MATERIAL THICKNESS INCLUDED. REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: 26. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER 4. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM ARCHITECT INTERIOR / MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER DESIGNER ON SHOP DRAWING SUBMITTALS OR BY LETTER. I 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL A. FULL HEIGHT WALL FROM FLOOR TO CEILING. MANUFACTURER'S MAINTENANCE SPECIFICATIONS. SUB -CONTRACTOR. GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. 5. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS & OF DISCREPANCY. C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 27. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET LOWER CABINETS IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL OTHERS TO 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS HAVE PLASTIC LAMINATE EDGE BANDING U.O.N. 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. 14. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET 6. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWER & SIGNAL PLAN. OF THE 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. DIMENSION ALL OUTLETS FROM THE CENTERLINE AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. UNLESS APPROVED PRIOR TO EACH JOB. OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". 28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED 7. ALL BASE CABINET ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON WALL STUD. 4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS. 15. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLA110N FINISH PLANS OR ELEVATIONS. 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. NO MORE THAN 2" APART. 5. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & 16. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48-HOURS IN 29. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT 8. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE/POLYESTER OR STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING ADVANCE WITH THE OWNER. ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED. 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE MOUNTED BETWEEN THE SPECIFIC RATINGS. 17. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS ' 9, ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH +15" TO BOTTOM RECEPTACLE AND +48" TO TOP OF RECEPTACLE FROM FINISH FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT 6. ALL HARDWARE TO BE LEVER -TYPE PER GOVERNING CODES & ACCESSIBILITY CHIPS AND CRACKS. AND TO MAINTAIN PRODUCTS WARRANTY. EXTERIORS. STANDARDS. 18. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE 30. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY 10. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. 6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES TO BE CENTERED AT +18" A.F.F., U.O.N. 7. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 38" ABOVE FINISH EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING AND PROPERLY MEMBERED AND ALIGNED S0, AS TO LEAVE NO EVIDENCE OF FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND 11. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED. 7. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO "FRONT " SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH BUILDING STANDARD AND 19. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR RECEIVING NEW PAINT FINISH APPLICATION. 12. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR TO BACKFILING AND SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL BE ABLE TO ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX TYPE FILE THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO 31. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR FOLDERS, UNLESS NOTED AS LATERAL. 8. LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND 8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO BUCKLING AND HIDE ALL SEAMING OR BUMPS. WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING 13. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. WHERE NO PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE 9. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY 32. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF BACKSPLASH IS SPECIFIED, COUNTER TOPS TO BE SCRIBED TIGHTLY TO BACK & POWER FEED. INSPECTOR. SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH SIDE WALLS. 10. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL 9. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE THROAT THICKNESS' FOR EACH LOCATION. 20. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 14. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY OF BASE, UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST 11. ALL DOOR FRAMES TO BE FACTORY FINISHED. FIRE DEPARTMENT. 33. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND BE CAULKED SEALED, VERIFY EITHER MATCHING COLOR CAULK OR CLEAR 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS WALLS AND OTHER / CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. SILICONE. SPECIAL CONVENIENT LOCATIONS. 12. ALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. 21. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM 34. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE 15. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, 11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, 13. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT TO PREVENT VANDALISM. PATCHED AND REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED AND ESPECIALLY FOR SINKS U.O.N. LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 22. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING ALIGNED, SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND 16. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET 14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDED BANDING ON ALL DOORS TO MATCH FACE MATERIAL. CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, NOT ABLE TO REFINISH TO "AS NEW" CONDITION. APPROVAL FROM THE OWNER. SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING MORTAR U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER BED/BOND COAT AND WALL TILES. 17. SEE SPECIFICATIONS/PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 15. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL 23. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, KNOWLEDGE OR EFFORT. INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR 35. ALL WALL TILES ARE TO HAVE A MORTAR BED/BOND COAT THICKNESS TO 18. COUNTERTOPS SHALL HAVE A NOSING OF COUNTERTOP MATERIAL AT LEAST 3" 13. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A ACCOMMODATE THE VARYING THICKNESSES ALL MATERIAL TYPES OF TILE DEEP, WHEREBY THE COUNTER MATERIAL EXTENDS INTO THE INSIDE OF THE DIFFERENT, MATCH BUILDING STANDARD. 16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPENABLE FOR CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. FL CABINET, I.E. OVER THE DOOR (WHEN PRESENT). EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING 36. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE 19. END PANELS AND FRONT EDGES OF EDGE PANELS WHICH ARE PROUD OF THE STANDARD COLOR COVER PLATE. 17. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE, 24. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING INTERIOR CABINET SHALL BE FACED TO MATCH DOOR FRONTS. DOOR AND RECITE FRAMES OR 011-TER STANDARD DETAILS, THEN CONTRACTOR FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO TRANSLUCENT TRANSLUCENT GLASS TILES. 15. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) 20. ALL HINGED DOORS TO HAVE CLEAR SILENCERS TOP AND BOTTOM ON DOOR (NOT INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING 1 37, FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, CABINET). INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS HARD, NONABSORBENT SURFACE. THE INTERSECTION . OF SUCH FLOORS WITH 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR 21. ALL DRAWERS GLIDES SHALL HAVE SILENCERS BUILT INTO THE GLIDE AND NOT CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED INSTALLED ON THE DRAWER OR DRAWER FRONT. WITH TENANT. SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND THE ORIGINAL FIRE -RESISTANCE RATINGS) OF THE EXISTING BUILDING UP T OT Wl HE NIN �E NPRTALF115WATER 22, ALL DRAWER GLIDES SHALL BE FULL EXTENSION. 17. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TOELEMENT(S). 38. WAL A P I DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS 25. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE 23. ALL HINGES SHALL OPEN f105', EXCEPT WHERE CABINETS ARE ADJACENT TO THE REQUIRED TO MAINTAIN FLOOR FIRE RATING. GLAZING NOTES POSSIBLE. OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP THE DOOR PULL FROM DAMAGING THE WALL. 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT 26. EXISTING DOORS TO REMAIN U.O.N. 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. ACCESSIBILITY NOTES BOXES AT EACH LOCATION. . 1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT AND THICKNESS OF THE GLASS. INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. LOCATIONS. SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR REFERENCE 1. ALL ITEMS ARE FOR REFERENCE ONLY, ANY ITEM NOT SHOW SHALL BE REFERENCED 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. ONLY. IN THE 2012 INTERNATIONAL BUILDING CODE AND ICC-A117.1-2009. 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED 2. ANY DISCREPANCIES CONTAINED HEREIN DO NOT RELIEVE THE CONTRACTOR OR . LIGHT FIXTURES. OWNER FROM COMPLYING WITH CURRENT STATE AND FEDERAL ACCESSIBILITY 4. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF STANDARDS. THE FLOOR SHALL BE TEMPERED. (SAFETY GLASS) 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STATE AND 5. ALL GLASS SHALLMAQUIREMENT TA RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF FEDERAL ACCESSIBILITY STANDARDS. CODES AND THE U C MMISSIO ANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. ARCHITECTURAL GLL4. JCTON" REFER TO 2012 INTERNATIONAL BUILDING CODE, CHAPTER 11 AND ICC-A117.1-2009 6. WHERE JOINTS AREM LI I FOR CURRENT AND UP TO DATE INFORMATION. PROVIDED U.O.N. Y Of r z w 0 z w w 0 z w m 0 0 w 0 p a✓ 0 CK a_ m m 0 0 J Q m w of 9 w 0 w U F_ 0 z w F 0 = 0 0 w m W in _1 = cn >- U z a- w w U U) 0 >- z t cn m 0 w z 0 0 w w > Li m J J = U). 0 z m z 0 m z w 0 0 w J U cn a_ > 0 w U z w 0 w U w Of a_ w Y H J Q = U) m z 0 cn z w m 0 z w E am 0 U m w m M w w Li w 0 >- m aL Li U X w Y w 0. w w = �_- 0 r z z 0 0 w cn w m 0 z I = w 0 z m M 0 U _1 a m w w 9 w 0 H = 0 m 0 U 0 z m Li a_ 0 w a w F_ w Of cn z 0 U LL U w a_ U) 0 z 0 z of 0 Li N w = = g :� W ® - tu w u ca .v w .< o :7� 3- 0 4- CD � h4 U, n in CD r_ c'S w J m 0 Go a, 0 bo N 4 cu M 5 3 tz 6 3 l E. - o ,3,°: v w � O N O v p Q 1* lz ton N 210 • " •� �) .0 N o 4((C N � � W W, 1� 3 z S o gig M Q I f Q� m _. 1,11i,,,l- '� i � • ,041 •II i • '* ., II1, '''ti 11 1 • 1..e­ ., ENRON 1.■ 11111 1-. 1 • 11mmmmmm ..m...... PA / PM: A. TASSANI DRAWN BY: C.T/W.M JOB NO.: SEA15-6048-00 SHEET - ® - .. _....... CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT z 17-19" SPOUT SPOUT OUTLET 7" MIN - Y 0 " I------- 5" MIN. 5" MAXTLET 2N I 4" AX • �--------1 r-------- Q N x 1 I I I W m � ? x Q 00 Q i i i i Q CARPET PILE HEIGHT o - _ _ 0 Ii I _ j�Z _ - _ - j�z _ M¢ - I I LLj N co 00 r'� N orn I I 00 I I Z " » » r� N 6 17 -25 i i i i 2 w ccS MAX. L----- J L-______J 1� �X Z i (A) (B) EQUIPMENT 15" IN ¢ w 6" 8" PERMITTED IN „ 30" CLR 13- /2" MIN. (a) (b) ELEVATION PLAN MAX. MIN. SHADED AREA STANDING 6 8 MAX. MIN. FORWAR FRONT APPROACH SIDE APPROACH \ TOE CLEARANCE WHEELCHAIR ACCESSIBLE DRINKING APPROACH VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL w 0 s» DRINKING FOUNTAIN FOUNTAIN LAVATORY URINAL MIN. ---------- DOMINANT DIRECTION OF TRAVEL o I I Z ? I I Zr------ - o122" MIN. i N N i 4" MINI n °' i LONG DIMENSION PERPENDICULAR au N I------------�, : L------ TO DOMINANT DIRECTION OF L------ --� - - � 25" '¢ a � xa � � � (a) (d)-� TRAVEL m - `�' POCKET OR HINGE APPROACH STOP OR LATCH APPROACH �� U ._ 11 MAX. _ 00 MIN N J MIN. cu (A) (B) M 19" Elf ¢ ELEVATION PLAN MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS -+ INSULATE EXPOSED FRONT & SI E 1/2 MAX. KNEE CLEARANCE MIN PIPES AND SURFACES APPROACH FIXED TABLE OR SLIDING DOORS, GATES AND FOLDING DOORS ELONGATED OPENINGS IN FLOOR OR GROUND SPACE o MIRROR NOT OVER A ACCESSORIES MIRROR C� LAVATORY LAVATORY COUNTER FLOOR OR GROUND SURFACES 0 00 °� z KNEE AND TOE CLEARANCE MOUNTING HEIGHTS DOORS, DOORWAYS & GATES &CHANGES IN LEVEL N 21 SCALE: 1 /4"=1'-0" 16 SCALE: 1 /4"=1'-0" 11 SCALE: 1 /4"=1'—O" 6 SCALE: N.T.S. 1 0 0 3 o a, Of ' " " „ " " Ld m v -- 20' MAX. >20 -25 MAX. � 32 MIN. 32 MIN. 32 MIN. m � on. o � •� .� o � Lo O 0 r� I � aJ � 0 � N I r U) Q. bA V N w I I ' • 13-1/2" MIN. Z z co co � a- w in c 16"-18" 17"-19" 60" MIN. (A) (B) HINGED DOOR SLIDING DOOR FOLDING DOOR (A) (B) SIZE OF CLEARANCE AT ;� UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH Q WHEELCHAIR AMBULATORY WATER CLOSETS r CLEAR WIDTH OF DOORWAYS Imo; 9 ACCESSIBLE WATER ACCESSIBLE WATER (A) CLOSETS CLOSETS WALL HUNG TYPE m WATER CLOSET LOCATION x x o 3 x ¢ 13-1/2" MIN. z Q ¢ i O 8 36" MIN. - 00 co ~� z ~ a a 17 54 MIN. 24" MIN. 12" MIN. �' �' 'I` 12" MAX. 42" MIN.'S (A) 10" MAX. (B) > 10"— i r---------, i i > W o) I 10" MAX. 24" MAX. z_ I i OBSTRUCTED HIGH SIDE I „ " m UNOBSTRUCTED HIGH - 42 MIN. I _ r TRANSFER (B) REACH i 18 iMIN. i 12"i MIN * I _ SIDE REACH 0 I Lo SIDE STALL TYPE i i� i I z HEIGHT AND DEPTH ------ � ____-- I ---__ _ - REACH RANGES - OF URINALS � .,..:::. ... ..w,.._z SIDE WALL GRAB BAR AT REAR WALL GRAB BAR AT 1 (A) (D) ¢ WATER CLOSETS WATER CLOSETS SCALE: 1/4"=1'-0" FRONT APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE o z 00 w (*) IF BOTH CLOSER AN LATCH ARE PROVIDED „ o 60 MIN. FRONT APPROACH, PUSH SIDE r------------------------ U z . I I ------------, I%1 x — z ; �� I I i--- I o' ¢ I I I I > z co p, I I I I Z ul � Z I I I I I �' Ow ------ ' 60 I - 00 I o' 0-1 I 36 MIN. I o I 24" MI . o L.1� 00 ,:,... ------ �� I co I ¢ ¢I I co _ I I I I ---- - J ------ D_ DISPENSER OUTLET w LOCATION 60° MIN. 60" MIN. \`� I (C) (*) 54" MIN. IF CLOSER IS PROVIDED. a W (A) (g) HINGE APPROACH, PULL SIDE (F) J J Q ADULT WALL HUNG ADULT FLOOR MOUNTED -_- LATCH APPROACH, PULL SIDE N WATER CLOSET WATER CLOSET "' I I Q AND CHILDREN'S WATER CIRCULAR TURNING SPACE �_____ BASEL________ __--______- z MM ALTERNATE CLOSET 12° 36" MIN. 12" Z i i I i W DOOR • SIZE OF WHEELCHAIR ACCESSIBLE TOILET Z w LOCATION- - COMPARTMENT MIN. MIN. i 2" MI I. 124" IN. i�l N 0 48" MIN. T-SHAPED TURNING SPACE------ -- G� L-----------J W p 4" I. I. —� - Q F--• _ MAX. i------------------- I I z m m PARTITION PARTITION Q 0 U O i o (*) 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED. (*) 48" MIN. IF CLOSER IS PROVIDED. " n (E) (G) w _67- �. 6 6 i i HINGE APPROACH, PUSH SIDE LATCH APPROACH, PUSH SIDE 3 Q �. _.� IN. IN. �____ WHEELCHAIR ACCESSIBLE TOILET --- ------------- J MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES COMPARTMENT DOORS CLEAR FLOOR OR GROUND SPACE r O rn T OFASIGNS ETO BE NON -GLARE (o I n FINISH AND TO CONTRAST W ELEVATION ADULT ELEVATION CHILDREN i <\1l/7 I WITH EACH OTHER m • I i (STANDARD COLOR: WHITE ON } UNLESS _- BLUE BACKGROUND, UN m ... i i r--=---==.:.. =---�o i 18" IMIN. APPROVED OTHERWISE). ►- o COLOR & CONTRAST OF SIGN w Lo TO BE DISTINCTLY DIFFERENT N A X----- THAN COLOR &CONTRAST OF Z l R --»; " " WALL. o C D O L A E XI I (A) 35 -37 z i PULL SIDE SANS -SERIF UPPERCASE w Y - i I .y L___________ _____________J _______ _________ CHARACTERS, RAISED 1 32" f= / G 2 5 2 15 ______ ____J i i 60" MIN. i i i i ' •• ' PER LOCAL APPLICABLE w 6" I I z_ i i z i i ACCESSIBILITY STANDARDS Z - MIN. i _____________ i i i i12" MIN. i ¢ C Of T II AMBULATORY ACCESSIBLE (C) MANEUVERING CLEARANCE 0o i i - 00 i _ CORRESPONDING (GRADE 2) o B IL 1 i I IN TOILET COMPARTMENT PLAN 36" MIN. IN AN ALCOVE, PARALLEL i i °O i i . 00 BRAILLE PER LOCAL APPLICABLE WHEELCHAIR ACCESSIBLE TOILET APPROACH �_______ n COMPARTMENT TOE CLEARANCES. _� x.,:------ .�'_�': X Lu ACCESSIBILITY STANDARDS L J MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD o Q �` E APPROACH Z MT F T K L J ¢ L 121 WATER CLOSETS AND TOILET PUSH SIDE PUSH SIDE, DOOR PROVIDED cn o IT C CD Q WITH BOTH CLOSER AND LATCH Z �PE ,� COMPARTMENTS & URINALS CLEAR FLOOR OR GROUND SPACE TACTILE "EXIT" SIGN m 24 19 •.- 14 MANEUVERING CLEARANCE AT RECESSED DOORS AND GATES "- ,- " LI. o m Ld SCALE: 1 /4 -1 0 SCALE: 1 /2 -1 0 SCALE: 3= 1 0 U r w U ¢ vJ p 24" 48" MIN. 24" ¢ Y p MAX. MAX. Q D . 48 MIN. CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN h 48" MIN. 0.241" TO 0.300" o w w za OUTSIDE DIAMETER OF 1-1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM. z_ z_ z z_ Q w w z 090" TO 0.100" SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. M SINGLE BRAILLE CELL o j THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS, a� �; w o ¢ SHALL BE 1-1/2 INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING ��_ _ v > OBJECTS ABOVE SHALL BE 12 INCHES MINIMUM. CLEAR WIDTH .OF AN ACCESSIBLE ROUTE Lj (A) (B) o 0 ¢ N z o POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, }Lo - 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO .. o O 1 0 0 1 w W T j I � THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR CHILDREN'S a- Q o Aft USE, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES MINIMUM z O O O BLANK CELL SPACE a cl r (A) (B) AND 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE � BETWEEN WORDS w x GRIPPING SURFACE. o PROJECTING RECESSED - x = p OBJECTS OBJECTS 4"-4.8" 00 48" MIN. Z ¢ ~ CD PERIMETER - - RAISED DOT O �00� IF SPACING OF GRAB BARS _ _ / � / zo PA / PM: A. TASSANI Q ii o o §c#_�00�2" MAX. 0.059" MIN. TO 0.063" MAX. Q i I I 0 0 I U DRAWN BY: C T/W.M LLI I I I Q ; \ ��i (C) 0 �O 0� 0 `O a JOB NO.: SEA15-6048-00 42" MIN. 42" MIN. 36" MIN. 36" MIN. o It NO RAISED DOT cn o DOT HEIGHT 0.025" MIN. TO 0.037" MAX. z SHEET o (A) — (B) (A) x < 4s" (B) x < 4s" DOORS IN SERIES AND GATES IN SERIES MEASURED CENTER TO CENTER. GRAB BAR NON CIRCULAR CROSS SECTION Z j 180 DEGREE TURN 180 DEGREE TURN (EXCEPTION) if CLEAR WIDTH AT TURN of cn GRAB BARS CLEAR WIDTH � DOORS DOORWAYS & GATES BRAILLE MEASUR Avg -7) 1­1 SCALE: N.T.S. 20 SCALE: 1/4"=1'-0" 15 SCALE: 1/4"=1'-0"1O SCALE: N.T.S. X CAUTION: IF THIS SHEET IS, NOT 30""x42" IT IS A REDUCED PRINT 1/8" =1'-0" 1 EGRESS & EMERGENCY PATH PLAN 0 4' 8' 16' 32' SCALE: 1/8"=1'-0" 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings ... for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. I 00 0 co 0 U Q U Q L U N U Q / a I 0 C X I O O I d- 0 I Q w LO / a 0 U E O U V) O / W 0 (D N 1/8"= 1'-0" 0 V) H X w z w LA m w U Z Q H 0 OCCUPANCY AND EXIT PLAN 16' 3 2' SCALE: 1 /8"=1'-0" 1/8" = 1'-0" 0 4' 8' 16' 3 2' DEMOLITION PLAN SCALE: 1 /8"=1'-0" SEE SHEET A0.1 & A0.2 FOR GENERAL NOTES Y o OCCUPANCY & EXIT NOTES } Z 0 0 EXISTING TENANT SEPARATION WALL TO REMAIN. Z 2� NEW FULLY ACCESSIBLE RESTROOM FACILITY. w 30 GENERAL CONTRACTOR TO PROVIDE AND INSTALL WALL -MOUNTED TACTILE z ``' "EXIT" SIGN AT LOCATIONS INDICATED. SEE DETAILS 3-5 ON SHEET A0.3 0 FOR ADDITIONAL INFORMATION. U w DEMOLITION NOTES 0 0 D1 NOT USED m D2 VANILLA SHELL CONDITIONS TO BE PROVIDED BY LANDLORD. a D3 NOT USED a D4 REMOVE PARTITIONS AND DOOR, KEEP GYP. CEILING AND PORTION OF WALL. w w U O Z w O 2 0 Of m w m J Q 2 U) } U Z Q d w ry U U) } Z Q H U) m 0 w Z O 0 w w w m J J Q 2 N Z Q V) Z 0 N Z w w J Q U of EXITING ANALYSIS w 0 N ROOM NUMBER ROOM NAME 100 RETAIL 101 RETENTION 102 MEN'S RESTROOM 103 WOMEN'S RESTROO� 104 JANITOR ROOM 105 STAFF AREA 106 SERVER 107 CASH OUT 108 MANAGER'S OFFICE 109 STORAGE ROOM w U Z OCC. OCC. LOAD SQUARE OCC. REQUIRED EXIT WIDTH o GROUP FACTOR FOOTAGE LOAD EXIT WIDTH PROVIDED cw, w M 30 2400 80 15.6" 772 B 100 137 2 0.4 i Y ACC. - 57 - - 36" ACC. - 57 - - 36" .J a B 100 44 1 0.2" 36" U) B 100 158 2 0.2" 36" Z 0 B 100 46 1 0.2" 36" U) B 100 96 1 0.2" 36" w a B 100 81 1 0.2" 36" z w B 1 100 427 5 0.2" 72" 1 TOTAL OCCUPANTS = 94 m 0 U J LEGENDS w OCCUPANCY & EXIT LEGEND M • B/E z w INDICATES AREA NOT IN CONTRACT (N.I.C.)Uj w } m INDICATES FULLY ACCESSIBLE EXIT Uj 0 X w Y INDICATES EXISTING EXIT w 0 R LIGHT z R LIGHT 0 DHOUR 0 w 0 R LIGHT mR LIGHT z cn N W E o U i 0 �H CA «S a� J r� mot+ O O G O to v N ai to 3 U v W v � vta,�°.1 L 'S.x�oN0 bA rn ° 0 M v ~ N \o Q" O O N � tfJ _ tCz R, bA 'u N 1:1. w Et O COMPLIAt C APPROVED u) Q AUG 2 5 2015 W .Z Q � —� City Pf ITU 11 �-E16000 Div SO z O J w 0 W 06 X W 0 m � Y 0 m o w U Q��:2 z w �- 0 (IfIw— U O W W Uo�� U M�� O Lone QTor- ►"� r\ Co N PA / PM: A. TASSANI DRAWN BY: C.T/W.M JOB NO.: SEA15-6048-00 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT N Q I 00 "t O O U 0 Q U L U N U Q / Q I O t— I w X I O 0 I m 0 m I w C/) Q a U E O U L2 0 1/8"=1'-0° 0 4' 8' 1/8"= 1'-0" 0 4' 8' 14 16' 3 2' 16' 3 2' A6.2 A6.1 lu :.1LJ 1 u L L_i u RETENTION OFFICE /--------\ K o. 101 F a o A6.2 A 4 f L:. ' i 102 - \� MEWS /^\ 17 I RESTROOM :.. 13 1 1 ( at I ,WOMEN'S 15 RESTROOM17TYP g TYP'103 I 103 L— � TYP I 1 I --------- I JAN. g B RETAIL 100 _ \ .• / 12�CLG= A6.2 � A6.2 I I ------ ----- _---------------- -----loc FEC ------------ ----- - \__ K ---- \--- TYP 105 J R � A6.2 108 A6.2 I -- STORAGE i i 107 12 ROOM 109 E 106 OFFICE i 5 A6.1 0 I 6 CASHOUT I SERVER ROOM STORAGE 1'-6" 1 (1'_7e� 1 (1°—Qr' � r•.°—�" 11'—nee �'—fin 7°-1 e� 7 r-- w jr- 10 __ 11 STAFF AREA 105 AS. ► PARTITION PLAN SCALE: 1 /8"=1'-0" DIMENSION PLAN SCALE: 1 /8"=17-0" lz SEE SHEETS A0.1 & A0.2 FOR GENERAL NOTES PARTITION NOTES 0 NOT USED F2 NOT USED PROVIDE BACKING SUPPORT BEHIND WALL -MOUNTED EQUIPMENT LOCATIONS. SEE DETAIL 8, ON SHEET A8.1 ® ALL MILLWORK IN RETAIL TO BE PROVIDED BY RANDAL RETAIL. 0 PROVIDE WORK COUNTER AT 2'-6" A.F.F. WITH BUILT-IN WALL BRACKETS © PROVIDE (3) 2-1/2-0 GROMMETS IN WORK COUNTER FOR POWER/ DATA CABLE MANAGEMENT. SAW -CUT EXISTING CONCRETE FLOOR THIS AREA AS REQUIRED FOR NEW ELECTRICAL/SIGNAL/PLUMBING AND FLUSH POWER/DATA JUNCTION BOX AT FIXED PRODUCT PEDESTAL(S). SEE DETAIL 19 ON SHEET A8.2. GC TO XRAY FLOOR PRIOR TO CORING. ® CONTRACTOR TO PROVIDE AND INSTALL HEIGHT INDICATORS AT DOOR. 0 PROVIDE LEVEL FLOOR IN RETAIL FOR LEVEL INSTALLATION OF MILLWORK AND FLOOR FINISHES. 10 PROVIDE UPPER & LOWER CABINETRY WITH DRAWERS, BACK SPLASH AND SINGLE -BASIN STAINLESS STEEL SINK WITH GARBAGE DISPOSAL AND INSTA-HOT. SEE ELEVATION D/A6.1, & SECTIONS ON A6.2. 11 REFRIGERATOR TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE RECESSED WATER LINE FOR ICE MAKER. 12 PROVIDE SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY POTTER-ROEMER. CABINET TO BE ALTA SERIES #7013-DV, STEEL WITH RECOATABLE WHITE FINISH - PAINT (SEMI -GLOSS) TO MATCH ADJACENT WALL. EXTINGUISHER TO BE #3005, 2A:10B: C. SEE DETAIL 13 ON SHEET A8.1. 13 G.C. TO CHALK ALL PARTITIONS & REVIEW WITH REGIONAL MANAGER PRIOR TO FRAMING. 14 INSTALL KNOX BOX IF NOT ALREADY EXISTING, HEIGHT AND LOCATION AS REQUIRED BY FIRE DEPARTMENT. 15 ALL METAL PLATES AT BOTTOM OF MILLWORK TO BE INSTALLED UNDER LVP. FLOAT FLOOR AS REQUIRED TO CONCEAL METAL PLATES AND INSTALL LVP FLUSH. 16 MILLWORK CUBBY SHELVES TO BE PROVIDED BY G.C. 17 GC TO PROVIDE AND INSTALL RESTROOM TOILETS AND SINKS AND ALL RELATED ACCESSORIES. PROVIDE 6" SELF COVED SHEET VINYL FLOORING AND FRP ON ALL WALLS TO 48"AFF. 18 NOT USED DIMENSION NOTES F-201 VERIFY DIMENSION WITH MILLWORKER PRIOR TO FRAMING. LEGENDS INDICATES AREA NOT IN CONTRACT (N.I.C.) INDICATES NEW MILLWORK BY RANDAL RETAIL GROUP INDICATES NEW MILLWORK BY CONTRACTOR WALL LEGEND EXISTING PARTITION G ----------------- FULL HEIGHT PARTITION TO 6" ABOVE CEILING A8.1 WITH R-11 INSULATION IN WALL NOTE: SEE METAL WALL STUD TABLE ON SHEET A8.1 TO SELECT APPROPRIATE WALL STUD SIZE FOR WALL HEIGHT. Y Q- z Q O z w w U Z w O U w 0 o' 0 o' n_ m m O U J Q w 0 w U 0 z w 0 c� 0 x m w m J J Q 2 U) r U z Q_ w 4- U Ln 0 z a Li tz U) m O w z 0 0 w Ld m J J Q 2 N 0 z Q U) z O U) z w 0 0 w J Q U Q_ W O W U Z W W U W Q_ w Y J J a U) z O U) z w M 0 z w 3 m O U J Q W Q_ z w m w w 4- 0 r m F- Q_ w U X W Y Q_ 0 w 0 z z 0 0 w V) W m 0 z J J Q S U) 0 Z Q m m 0 U J Q LLI Of Q LL. O H 2 U Q_ U Im Z a H Q_ W Q_ O Q_ Q_ W F_ w 4- Q N z 0 F- U U W 0- U) Z cn CD Z Q of 0 w U) w pz w RIda cz �� au J 0 00 rn 0 u N 3 ai aw 1 v E P. o v t N o cz . Lo c� ¢., A .0 O N N C14 N w mod'■' Ir t 7 II �' '{�rili�3WL�i�■■ • .• • • • • PA / PM: A. TASSANI DRAWN BY: C.T/W.M JOB NO.: SEA15-6048-00 SHEET ff IL CAUTION: IF THIS SHEET ISINOT 30"x42" IT IS A REDUCED PRINT a I m 0 m U 0 Q U a U a� U Q / a I 0 0 C x I O 0 1 m d- 0 co 1 a w cn / U) 0 U E 0 U / U) 0 / 09 SEE SHEETS A0.1 & A0.2 FOR GENERAL NOTES c REFLECTED CEILING NOTES LEGENDS (CONTINUED): , , IN RETAIL AREA, PROVIDE 15/16 BLACK GRID WITH 2 x2 USG FROST CLIMA I PLUS #414, BLACK 205. HEIGHT TO BE INSTALLED AT 11'-O" A.F.F. SEE SYMBOLS LEGEND DETAILS 2-14 ON SHEET A8.2. 02 PROVIDE METAL STUDS AND GYP. BD. SOFFIT AT +10'-0" A.F.F, U.O.N. RETAIL -X_INDICATES LINE OF FLOOR TRANSITION 100 1 E—> INDICATES DIRECTION OF FLOORING 0 IN BACK OFFICE AREAS, PROVIDE NEW ARMSTRONG DUNE #1773, 2'x4' C.H.= 11'-0" C.H.- 10'-0" LAY -IN WHITE TILE WITH ANGLED EDGE, WITH 15/16" PRELUDE GRID. X INSTALL AT 11'-O" A.F.F. THROUGHOUT, U.N.O. ,- — — INDICATES LOCATION OF NON -TYPICAL WALL FINISH 7'-2" 5'-6" 8'-2" 5-11" 5'-11" 5-10" ® SEE MILLWORK ELEVATIONS FOR LOCATIONS OF FLUORESCENT LINEAR � 5'-4" EQ. � 4'-4" � E EQ. 3 -g" EQ. 4 TYP. FINISH LEGEND LIGHTING AT SIDES AND TOP OF MILLWORK DISPLAYS. LINEAR LIGHTING QUANTITIES AND SIZES AS FOLLOWS: 4 PROMO WALL # - 8 -0 EACH SIDE) �� » AT TOP �i WALL FINISH � 1 (2) .LINEAR AT SIDES (1 E) > - n.. a�m 4� � (1) 3' 0" LINEAR ^ •. , .. : • � .. o •. ,.. '• ' . � fi� ''� 4' PROMO WALL #2 - (2) 8'-0" LINEAR AT SIDES (1 EACH SIDE) .�e J �� -p• ITEM: PAINT - TYPICAL THROUGHOUT, INCLUDING CEILING AND 1 `• P (1 NEAR AT TOP _ . I 1 0 • T r T_ SOFFITS, U.O.N. 4' PROMO WALL # 2) 8' 0" LINEAR ,.:. .... ,' I ., .�» ' ^ , • » -g -.':.r � :. �7� 3 _ „ MFR: BENJAMIN MOORE - ( EACH SIDE) R OTFFIC �N 1 3 (1 3 -0 LINEAR AT TOPS 1 E 5:-11 b -71 5 - t1 5 -11 -11 r 101 ( ) o :..... COLOR/NO: WHITESTONE, 2134-60 EACH SIDE) 1 O O 8' PROMO WALL - (2) 8'-0" LINEAR AT SIDES (1 E) ..... a� a� FINISH: EGGSHELL ..;.,...... .OA .......'.'.'.'..'.'.'.'...: ................'.............P ,...... ............ A ...'.''.'.'....'.'.'.'...OA.'.'.'.'..'.':'.'.....:.:.:..:.® .'.E'.'..'... a== , ........ ..... ' 2'-10" (1) 7 -0 LINEAR AT TOP ..............'.'.'...:..:.'...'.'.'.'..'.'.'.'..'.'.'.'.' '.'.'.'.'..'.'.'.'..'.'.'.'.''.'.'.'.'..'.'................... . TY .'.':':'1.5:':".:':':'::':':':':.:...:::. :':'' :::::::::: :: P ITEM: PAINT -ACCENT HOME DISPLAY (2) 8' 0" LINEAR AT SIDES (1 EACH SIDE) o I' » :'. 8:2" :':':'::':':':':": :': 5'-0" Oar At 2 MFR: BENJAMIN MOORE (1) 7'-0" LINEAR AT TOP ...................... .................. r; 1 5 .0' ..: '.'........................... '.......... .'...:....:........:. ' :'::':' :...........'......: ':.'...:....'............. '.'.'..' .... '.'.'.'.'..'.....'�.'' :: _ - '- " 1 EACH SIDE _ �_________ ___ ___ COLOR/NO: DEEP SILVER, 2124-30 APPS DISPLAY (2) 8 0 LINEAR AT SIDES ( E H ) .....'0::.:::.:.:..:.:.:.:.::::...:.::.:e:' ...:'::':':iA..::.::':b..........:':'::':::.:.:.:.. b..:.:.:.:.:.:.:.:.::....'.'O' ..'.�i :'.b ......... .I.. -. I RESTROOM """' A /E ... ....... . .........A .. a -... �' FINISH: EGGSHELL-0" LINEAR AT TOP F I .i w go 102 .. .. �� P >. ,c�. PA AT"" 4C:�,� - 5 FINAL SWITCHING TO BE APPROVED BY ARCHITECT & REGIONAL MANAGER. d At C.H.= 8 -0 0 I — t'.' ' ..1'.'.'. ci'. %, �nnr .................... R _ in N I•w! �J : • - , rug ALL FIRE SPRINKLERS IN DRYWALL SOFFIT TO BE FULLY CONCEALED. ALL ,.„ :'.................'::.'. '.'.'.'..ter ' :'.'..'.'.'.'.":.'.'..'.'.'.'....................'.'.'.'.:.'.'.'............:.'.'.'..:.. i d I �L,.R �. �. TR y .,_I F ARE P �0.. : 0 '.'.'.'..'.'....... '.'.. /�':- .. I - fix; max., . :':':':":DA *.,.,.,.,':'::'.".'.'.'.....At.........:.........'.t...... ".'. :.'... ................ 5......'.'.'.' .' .......... i I' -- --- -- FINISH: w.. EGGSHELL OTHER FIRE SPRINKLERS TO BE SEMI -RECESSED. COLOR: WHITE. AVOID F �. ^ I RESTROOM STROBES IN SOFFIT. HVAC SUPPLY RETURN IN BLACK T—BAR TO BE o .. _ ... ... 7..:' .....:'::':':':':' ':':':':'::':':':'::':':':':' ':':':':'::':':' ' t I i c� .... ... .... .......... .... .......... ... �. w Il=1l' 103 _ BLACK SPRINKLER HEADS IN BLACK T-B TO BE CHROME m :.'..:.': ::::'.':.':. '.'.'.'..'.'I'.'. ..."..'.' c... :'.:.'.'...... I P ITEM: PAINT - ACCENT 0.'.' .'.'.'.'..'.'.'.'.' '.'.'.'...'.'.'.'..'.'.'.'.' '.'.'.'.'..'.'.'.'..'.'.. u .'.'.'..'...."....'..'.'.'.'......".............. 2. Al;' C.H.= 8 —0 4 MFR: BENJAMIN MOORE 1.• q •.O b. 1. O " .O, b O ... I.: r- i ` w COLOR NO: BLACK, 22132-10 �7 SECURITY REQUIREMENTS WI11-I SECURITY VENDOR FOR CEILING I COORDINATE SECU r...'. A....:.... '. .... ... A .....'.'.'.'.........'.. a: L- FINISHFLATMOUNTED ITEMS I �n I - JAN. �I ^� _ , » P - - - I 104 ITEM: PAINT ACCENT ® PROVIDE GYP. BD. CEILING AT 8 0 A.F.F. � 1 10 m r. N i 5 MFR: BENJAMIN MOORE e .............................................................................................. . e_. COLOR/N0: RACOON FUR, 2126-20 -g ty ..: ...................:...'..'.®a ':':'::':':':':":'':':'::'fl':':':':"':':':'::':':':'::':':.'.'..............'::.'.:...........----------- 9 SEE DETAIL 16 & 17 ON SHEET A8.2 FOR TYPICAL INSTALLATION OF LIGHT / /� .. '.... �'.'..'.' .. �. .. ��. . �� .. .... r... �l .. 6.. 7...... 5..'g.'.'. • •_ _ I FINISH. EGGSHELL SWITCHES AND T-STATS THROUGHOUT U.O.N. PROVIDE LOCATIONS OF f ' i I I T-STATS AND LIGHT SWITCHES FOR ARCHITECTS APPROVAL PRIOR TO STAFF :... `a '.. .. AREA DING A IC SECURITY BOX WITH LOCK FOR T-STATS. 2 ./ . ::....... '. INSTALLATION. PROVIDE ACRYLIC t FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING ...... I 9 3 105 PAINT SEE www.waremalcomb.com/ws/09900-001.pdf PRO E PAINT FOR ALL CEILING DEVICES OR ACCESSORIES. 10 VIDE BLACK TRIM / . � Q �.' '• • r • � � RB ITEM: RUBBER BASE —PINNACLE SEE MANUFACTURER SPECIFICATIONS. TYP. o• /�' i o _I o o I1 e MFR: ROPPE ►- I B�:_ 1 :.•� N COLOR 197 ICEBERG 11 GC TO PROVIDE UNISTRUT STRUCTURE FOR QUE MONITORS AT CEILING, SEE i :. N : i : �: i - ;n 12 XTURE 4" HE /8" THICK FINISH/ HEIGHT 1 K AI 18 SHEET A8.2. DMG TO PROVIDE GROMMETS IN CEILING TILE FOR - ---------------- --=-------- ----- -- ---- ----- •---- - FINISH/TEXTURE: IC DETAIL ON 3 -4 STYLE: STRAIGHT ® CARPET / COVED ® RESILIENT FLOORING QUEUING ARM. 3'-6" 61_2" 7'-69# _ 3 RCED PANELS 12 DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. FRP ITEM: FIBERGLASS REINFO 3 e MFR: MARLITE OR EQUAL TYP COLOR/N0: WHITE 13 PENDANT CLUSTER TO BE CENTERED ABOVE EXPERIENCE ZONE MILLWORK. ---- --T -�•� .... , .w., .,.r. :.., SIZE: SMOOTH ='( I SIZE: FROM WALL BASE TO 48" AFF, U.O.N. 14 PROVIDE GYP. CEILING TO MATCH HT. OF EXISTING. N I ;:`:: a&� FINISH NOTES : FINISHES � FLOOR Fl S ITEM: CARPET TILE -SYNCOPATION/BOULDER ,r i TC MFR: INTERFACEFLOR 20 ALL ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB-1) AND CARPET COLOR/NO: 6372 BOULDER (C 1), ' /STYLE: SYNCOPATION X,� \/ / INSTALLATION: QUARTER TURNED 21 ALL WALLS IN RETAIL AREAS TO HAVE LEVEL 4 SMOOTH WALL FINISH. STORAGE MGR. CASHOUT SERVER NOTE: PROVIDE 5% OVERAGE FLOAT WALLS AS REQUIRED. ROOM OFFICE ROOM 14 STORAGE 22 GYP. BD. SOFFIT/CEILING TO RECEIVE PAINT (P-1) 109 1 108 107 106 C ITEM: WALK OFF CARPET TILE C. EXIST. 2 MFR: INTERFACE 23 SEE MILLWORK ELEVATIONS FOR FINISHES. STYLE: FLOR COLOR/NO: ANTHRACITE 24 PROVIDE FLOORING TRANSITION STRIP BETWEEN CARPET AND VCT NATIONAL ACCOUNT - INTERFACE REPRESENTATIVE TO MATCH RUBBER BASE. TRICIA TRAINOR MONSELL 25 THE MILLWORKER TO BONDO AND SMOOTH ALL OF THE MAGNETIC WALLS INTERFACE AND GRIND AS REQUIRED. A SMOOTH FINISH IS NECESSARY FOR THE PHONE - 610.662.0805 MAGNETS EMAIL - TRICIA.MONSELL@INTERFACE.COM N 26 NO MECHANICAL EQUIPMENT, SPRINKLERS OR STROBES TO BE MOUNTED REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING ABOVE EXPERIENCE ZONE. SCALE: 1/8"=1'-0" CARPET SEE www.waremalcomb.com/ws/09680-001.pdf 27 INSTALL THE EXPERIENCE ZONE ON CONCRETE, THE LVP SHOULD BE 0 4' 8' 16' 32' INSTALLED TIGHT UP TO THE EXPERIENCE ZONE. LVP ITEM: LUXURY VINYL - DELUXE PLANK FLOORING 1 MFR: DU CHATEAU 28 INSTALL EXPOSED METAL PLATES FOR THE MILLWORK UNDER THE LVP AND COLOR/NO: COMO VD-COM7 FLOAT THE FLOORS AS REQUIRED. SIZE: 7"x 48" PLANKS 29 ALL RUBBER BASE IN THE RETAIL AREA TO BE INSTALLED AFTER MILLWORK NATIONAL ACCOUNT REPRESENTATIVE HAS BEEN INSTALLED. DENISE SOLIS 30 G.C. TO PROVIDE WHITE PLASTIC CORNER GUARDS IN BACK OF HOUSE. B&M NOBLE CO. ACCOUNT MANAGER 31 G.C. TO PROVIDE PAINT GRADE MDF WALL GUARD AT 42" A.F.F. IN STORAGE PHONE 714.742.2717 - � EMAIL - DSOLIS@BMNOBLE.COM AREA. eVCTITEM: VINYL COMPOSITION TILE - FIELD TILE 32 GREETER WALL TO HAVE LEVEL 5 SMOOTH WALL FINISH. MFR: ONG 52125 G.C. TO PROVIDE MECHO SHADES 6000 SERIES 3% OPEN GRAPHITE HOUSING COLOR/NO: 52125 GRANITE GRAY - STONETEX 33 , SIZE: 12"x12" TO MATCH STOREFRONT. 34 G.C. TO PAINT STEEL COLUMNS & GYP. WRAPPED CMU COLUMNS. COLOR P-1. SV ITEM: VINYL FLOORING 1 MFR: MANNINGTON LEGENDS SERIES: BIOSPEC COLOR/NO: 15365 NEW MINERAL y X y SIZE: 6" COVE i�iC h / \� / \ j / % \ / i INDICATES AREA NOT IN CONTRACT (N.LC.) .. _ .,_.•. , .. �.:.r D REQUIREMENTS f FOR ADDITIONAL INFORMATION AN REGARDING .............•..•..•..•.:.:..•....•.. :;.I I I � I I I I U �� RESIDENT FLOOR COVERING SEE L J ::• P .. www.waremalcomb.com/ws/09650-0ol.pdf R E F L E CTE D CEILING LEGEND -------------- 2-----------�-- MISCELLANEOUS FINISHES >. —� NEW 5/8" TYPE "X" GYPSUM BOARD CEILING or SOFFIT — USE RATED MATERIAL & CONSTRUCTION WHERE REQUIRED. P I n 2 I PL ITEM: PLASTIC LAMINATE NEW AREA OF BLACK 2'x2' SUSPENDED CEILING GRID &TILES - 1 MFR: WILSONART SEE PLAN SPECIFIC NOTES FOR SPECIFICATIONS. 33 0 TYP _ I - ------------------ : COLOR/NO: BEIGEWOOD #7850 c - 34 c - I NEW AREA OF WHITE 2'x4' SUSPENDED CEILING GRID & TILES - LVP' i -� r PL ITEM: PLASTIC LAMINATE SEE PLAN SPECIFIC NOTES FOR SPECIFICATIONS. MFR: WILSONART n I RB I :;;. i �tti__ COLOR/NO: DESIGNER WHITE D354K-18 NEW 2'x4' FLUORESCENT LIGHT FIXTURE W/ PARABOLIC LENS & Ii I 1 P I ,::..: i SV FRP---�µN ELECTRIC BALLAST - SEE ELEC. DWGS. u� PL ITEM: PLASTIC LAMINATE -SOLID COLOR 0 I I 3 MFR: WILSONART :'' ( •:::•: i i I �--� = NEW 2 x2 FLUORESCENT LIGHT FIXTURE W/ PARABOLIC LENS & .'::' ::' i i i p COLOR/NO: FROSTY WHITE ELECTRIC BALLAST - SEE ELEC. DWGS. 5-0" 20 k L-___ PL ITEM: PLASTIC LAMINATE -SOLID COLOR 21 TYP. r " _____�_�____ t 4 MFR: FORMICA 0A1 NEW 72 RECESSED DOWNLIGHT; SEMI-SPECULAR - P i Al 25 COLOR/NO: TTRRIL F2297 H.E. WILLIAMS PH75 o C � � � 5 26 i 22 I SV FRP / \ I I A8.2 2 a 28 I 1 1 PL ITEM: PLASTIC LAMINATE — METAL oB NEW 6 RECESSED DOWNLIGHT; SEMI—SPECULAR — I� E 32 /� \ 27 I T. 5 29 MFR: WILSONART H.E. WILLIAMS PH60 COLOR/NO: SATIN STAINLESS I 4, TYPP / NEW FLUORESCENT LINEAR LIGHTING ON SIDES AND ABOVE MILLWORK i AS SHOWN. SEE ELEVATIONS FOR LOCATIONS AT PERIMETER WITHIN 5 / INSIDE 4 .:., i ti; PL 111=M: PLASTIC LAMINATE -BACK OFFICE COUNTERTOPS P o VERTICA ACE i P 6 MFR: FORMICA COVE OF MILLWORK. �_� SOFFIT i 2 COLOR/N0: BUFFED ALUMINUM 7740-58 oB� QNEW 2 x4 RECESSED LINEAR WALL -WASHING FIXTURE PHILIPS LEDALITE TRUGROOVE STANDALONE 3958 23 I PL ITEM: PLASTIC LAMINATE - BACK OFFICE CABINETS 12'i �� © 2 TYP. VCT 17 MFR: FORMICA - ci �� ;:.;'::.;':.'::.:':;::,'::':'::':::':::::'::::• : r� 34 A8.2 COLOR NO: MOUSE 928 58 » „ 1 / NEW 36 PENDANT ®9 6 A.F.F.; EUREKA CYCLE 4800 36 01 .................... PL ITEM: PLASTIC LAMINATE - METAL cz RB I 23 8 MFR: CHEMETAL O NEW 54" PENDANT ® 8'-6" A.F.F.; EUREKA CYCLE 4800-54 21 30 TYP. i A8.2 TYP. 24 1 TYP. COLOR/NO: STAINLESS STEEL 796 TYP, VCT NEW JUNCTION BOX, MOUNTED ABOVE CEILING WITH FLEXIBLE � VCTFRP I i 1 N CONNECTION TO OUTLETS LOCATED WITHIN EQUIPMENT. P i z, 1 1 NEW CAT-5 CABLE OUTLET, MOUNTED ABOVE CEILING WITH FLEXIBLE N x 31 P C i CONNECTION TO OUTLETS LOCATED WITHIN EQUIPMENT. C TYP. RB N DATA OUTLET MOUNTED FLUSH IN CEILING. NEW CEILING -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED w F ®N QUADRANT INDICATES FACE OF LETTERING SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED - SEES ELEC. DWGS. *� \ is EXISTING WALL -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED OT QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. EMERGENCY 24 HOUR LIGHT CITY OF T lu"("' 'iLA EMERGENCY. 24 HOUR LIGHT AUG16 2015 eAl/E EMERGENCY 24 HOUR LIGHT PERMIT CENTER •B/E EMERGENCY 24 HOUR LIGHT 2 NOTE: EXIT SIGNS SHAL LF S TYPE 0 L 1/8 =1-0 FINISH PLAN NeTE: EMERGENCY ILLUMINATION SHALL BE PROVIDED ALONG THE COMMON PATHS ILLUMINATED & E EP ATE C OF EGRESS AND SHALL HAVE AT AVERAGE 1 FOOT CANDLE AND A SHALL BE FROM A AN Si SCALE: 1/8 =1 -0,� 2 MINIMUM AT ANY POINT 0.1 FOOT CANDLE MEASURED ALONG THE PATH OF NOTE. ADDITIONAL DIREC XI I Y 41 UI R 0 41 81 16 32 EGRESS AT THE FLOOR LEVEL. INSPECTION ANDS T ILDI INSPE C Li Li Li D r r i n 2 D J r Rz J z .J r n n J J U z 2 J 0 z w m 0 w z 0 0 w E ui m —J J 2 0 z U) z 0 z w 0 0 w J U U) ry w 0 w U Z w 0 w U w of CL z J J a V) V) z 0 z w m 0 z F_ m 0 J w F- z w w w C.� Q m m w U x w Y ct cr w F_ 0 r z z 0 0 w U) w m F_ 0 z J J 0 z a m 0 U J Q w w 0 c� ry n 0 U 0 z w 0 n_ w F- w a z 0 a U L� U w 0- V) 0 z a V) cD z Q 0 w V) w Ln W a� .v o o i N 0 c>s a� J 0 rn 0 ao u . N 3 ai N v N W o N ++ 6 o o N Lfi >J, •�� bA u N P w EI O MIAMI,, IN C Z w APPROVE J �AUG 25205 C ¢ U) I ITS O z_ LL w Q 0 o z Q z � J � w W CL U o m� Z Y m O w w :2W w ~ o Ld V F_ v LIJ o Li -Of _I o0� W N�af Lo Lo U-) ~ r 00 1- 4- I� 00 N PA / PM: A. TASSANI DRAWN BY: C.T./W.M. JOB NO.: SEA15-6048-00 SHEET CAUTION: IF THIS SHEET IS NOT 30"x42 IT IS A REDUCED PRINT _D d- I co 0 0 U / 0 a U 0 U a� U / Q I 0 X I 0 0 I m 0 m i U, Q w / Q co 0 U E 0 U / 0 3 7 1/4" = V-0" } 0 2' 4' 9'-0 1 /2" 22'-0" L 13 I�� APPS I � In � co � DISPLAY + C° + ++ + 3'-5" n -D 11 O X WO um0 I I I I I I I I I I I I i I I= 1 I 6'-0" (4 TOTAL) 13 4' PROMO 00 00 'oo WALL "' n 1`0 n + + + + ++ O USTOMER CD + o SERVICE n+ S� 9 11 j' TYP r � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 15 -7 7.' ` ° .. ��� 6 Y_ �8 4' PROMO 13 WALL ' ;/�_ FEC ---------- L---------- L---------- ---------- j II 71 ' o II III I I II II i '0 II II 1 II III I I I =1I I ON �ffI LLJ CS C L�J EXPRESS 2 wn R -11 6'm PAYMENT KIOSKS SHIFT Swrjvm- - - I 6'-6" I 10 F-07 F-0F UP-03jur-J L EXPERIENCE 2 TOTAL) (4 TOTAL) M TD ZONE ( UAL-SIDED----_�� I II II I I 1 II I� I I I III I I I +12" I 111 c : 1) +12 I 1 I III1 11 11 11 I I _ II 11 I I pp --1 + 12" I_ II II I _ +48 +48 r------ LEADER/ RETENTION i1 I, f I F-04 UP-02 UP-02 11 r - I ---------`-- ---------- -- `` ----- 0+10-- ,--- I i11 j---------- �-- USTOMER SERVICE-T-; -n I I +28":. ii RR I I II 1011 T 11 +10 +38 '4"r. ' ZI -- ------------------- +38": H. uji I��-- +7 " I ' _ - 1 III 1 I I I I I I \ 0+10" ;i• i i i i RR i : :+10" IL 1 II �I II II n IT --[I I I I II 11 I I : �\ L----------- �- 1 + 12 I I I I I I II II 1 I I I I I I I II II I I g-_-_ - - - - • ----- II =1 --� '�-- IL=''I Or----------------------- 4'-3" 2'-OILL 81-3" i I 7'-8" I I `O JAN.CLOSET F-06 ACCE SORIES i 5'X9'-8'-10" UP-04 12'-5" IA Lm Y ' ' . ' - UP-03 + 8" (3 TOTAL)-- HOM — 8 -1 D " DISP -I- V » +8 • C� • ' '. I I I I I U) m -----_--_------------ 1� I T �'I �1 I 11 �I I III I 'JL LO I (.0 I t- r- �Li ++i o I +56"VFY ��' -h�'i ---� _�'� Q = o N -o_ N o + O + CUSTOM bOp + �. M TD 'O 13 +56"VFY STAFF i AREA o p + SERVICE D + 17 I 8' PROMO I I F-- 5 __ - 0000 00 00 _ - - 0 �000 Fo 000 WALL r�----- 0000 000 13 00--- n II C.R. ----- _L_ ' FEC r----------- ----------- ----------- ---------- 7 I I I I I I I I I I ----------+---------+---------+----------� I I I I I I I I I I L----------L----L---------- 1 ----------J STORAGE ---------- 7---------- ---------T---------- I- ---------- ---- I I I I I I I I I I I I I I I I I I I I 8' 16' lip I Z7 I ----- I I I I I I I I I rLaL_Ik I I j�l I+I I I I �FFICE F-05 uP-o2 _8 f U1 P UP-02 . GW ■ Fowl iai � ra COPY LOCKERS 16 I I I I I I I I I I I I I I I POWER & SIGNAL PLAN SCALE: 1 /4"=1'-0" N Y FURNITURE LEGEND SEE SHEETS A0.1 &A0.2 FOR GENERAL NOTES PLAN SPECIFIC NOTES Z FURNITURE SPECIFICATIONS w 0 F-01 VENDOR: CORPORATE FACILITIES OF Z NEW JERSEY 0 ALL FURNITURE TO BE PROVIDED BY COMCAST AND INSTALLED BY GC ITD A. LOUNGE MFI IC "ON '0` EL V ;IT ARML _SS L )UNL� �.,ai '_E� OLOn. M 'TAL POD ;DER '0 T LEC ' LOLATION.''''� XrINITY EXPt"n cNCE LcmE F-02 VENDOR: ITEM: MFR: MODEL: LOCATION: CORPORATE FACILITIES OF NEW JERSEY HIGH PRODUCT INTERACTION BAR SANDLER SEATING ART TWIN 368 TV/VOICE/INTERNET . w U 27 PAYMENT KIOSK. PROVIDE POWER AND COAX. w F3 GC TO INSTALL PAYMENT DROP BOX. COORDINATE WITH COMCAST. BOX TO 00 BE MOUNTED IN NEW PORTION OF STOREFRONT GLASS. MAX HEIGHT FOR DROP w BOX PULL TO BE AT 42" A.F.F. MINIMIZE AMOUNT OF BREAKFRONT ALUMINUM. ►_- ® G.C. IS RESPONSIBLE FOR ALL POWER DISTRIBUTION, CONDUITS, & PULL 0 STRINGS FOR ALL TELEPHONE/DATA/COAX TO THE SALES FLOOR FIXTURE o LOCATIONS INCLUDING ALL SLAB SAW -CUTTING, SLAB PATCHING, a EXCAVATION, AND BACKFILL FOR COMPLETELY CONCEALED DISTRIBUTION. NO m POWER POLES ARE TO BE UTILIZED. o LOW VOLTAGE RUN IN 3/4" EMT FROM JUNCTION BOX LOCATED IN WALL TO 6" ABOVE FINISH CEILING. LOW VOLTAGE RUN IN 3/4" FMC FROM JUNCTION BOX TO SPECIFIED LOCATIONS IN FIXTURES. POWER TO BE RUN IN Ii1 SEPARATE CONDUIT. NO MORE THAN TWO FIXTURES ON ONE 20AMP CIRCUIT. CONDUIT TO BE RUN TO IN -WALL JUNCTION BOX MOUNTED BEHIND SERVER RACK AND EXTENDING 6" ABOVE FINISH CEILING. POWER RUN IN o FMC FROM JUNCTION BOX TO SPECIFIED LOCATION IN FIXTURES. TYP. AT w WALL MOUNTED FIXTURES AND MILLWORK. O © LOW VOLTAGE RUN IN 3/4" EMT FROM FROM JUNCTION BOX LOCATED IN w FLOOR TO 6" ABOVE FINISH CEILING. LOW VOLTAGE RUN IN 3/4" FMC FROM JUNCTION BOX TO SPECIFIED LOCATIONS IN FIXTURES. POWER TO BE RUN IN 0 SEPARATE CONDUIT. NO MORE THAN TWO FIXTURES ON ONE 20AMP CIRCUIT. CONDUIT TO BE RUN TO JUNCTION BOX MOUNTED BEHIND SERVER '- RACK AND EXTENDING 6" ABOVE FINISH CEILING. POWER RUN IN FMC FROM JUNCTION BOX TO SPECIFIED LOCATION IN FIXTURES. TYP. AT FLOOR 0 MOUNTED FIXTURES AND MILLWORK. m w F-03 VENDOR: NEW CORPORATEE JERSEY OF - PROVIDE POWER FOR EXTERIOR SIGNAGE AS REQUIRED ABOVE ENTRY DOORS. 0° °D 'o VERIFY J-BOX LOCAl10N WITH SIGNAGE VENDOR. � °J ° v cV n ITEM: SIT ON IT VOLLEY TASK STOOL _ - a o 0 N :MFF': � 'T ^N IT ® COORDINATE POWER AND DATA LOCATIONS WITH MILLWORK VENDOR PRIOR TO v) cz ¢, U N a V LLEY TA �K ST )OL , SAWCUTTING. G ;4SH SER` CE C )UN i t. Q PROVIDE CONDUIT TO RUN INSIDE MILLWORK o' 10 PROVIDE CEILING MOUNTED POWER & CAT-5 CABLE TO WALL -MOUNTED __. QUEUING MONITORS. o F-04 VENDOR: ITEM: MFR: MODEL: LOCATION CORPORATE FACILITIES OF NEW JERSEY SIT ON IT VOLLEY TASK CHAIR SIT ON IT VOLLEY TASK CHAIR CASH SERVICE COUNTER & SHIFT AND RETENTION LEADER F-05 VENDOR: CORPORATE FACILITIES OF NEW JERSEY ITEM: ALLERMUIR CASPER CHAIR W/ CUSHION MFR: ALLERMUIR MODEL: CASPER CHAIR WITH ARMS SKID FRAME W/ CUSHION LOCATION: SHIFT AND RETENTION LEADER F-06 VENDOR: CORPORATE FACILITIES OF NEW JERSEY ITEM: ALLERMUIR PAUSE MFR: ALLERMUIR MODEL: PSM102 - 1 SEAT MODULE FULL BACK LOCATION: XFINITY EXPERIENCE ZONE 11 AT THE HIGH PRODUCT INTERACTION BAR INSTALL QUAD AND DUPLEX 2-1 OUTLETS ON INSIDE FACE OF INTERNAL SUPPORT BEAM IN MILLWORK BASE w CAVITY. 12 PROVIDE DATA OUTLET(S) IN CEILING FOR SHOPPERTRAK SYSTEM. mo 13 POWER FOR STRIP LIGHTING TO BE FED THROUGH THE TOP OF MILLWORK. DO NOT FEED FROM BACK OF MILLWORK. z 14 PROVIDE (2) 20AMP NEMA 5-20R ON TOP OF RACK. o w 15 REFERENCE MILLWORK ELEVATIONS FOR CRITICAL LOCATIONS OF POWER AND DATA OUTLETS. W 16 m SMART BOARD TO BE PROVIDED BY INTERACTIVE VENDOR. POWER AND J DATA TO BE PROVIDED BY G.C. VERIFY ELECTRICAL REQUIREMENTS. J a 17 PROVIDE CEILING MOUNTED POWER & CAT-5 CABLE TO CEILING -MOUNTED o QUEUING MONITORS. z 0 z w 0 0 w U • (n W U Z w 0 w U w o- I w Y F-07 VENDOR: CORPORATE FACILITIES OF NEW JERSEY ITEM: ALLERMUIR PAUSE � MFR: ALLERMUIR r (- MODEL: PSM202 - 2 SEAT MODULE X2 FULL BACKS, M LOCATION: XFINITY EXPERIENCE ZONE �� ...cd 0 U J Q F-08 VENDOR: CORPORATE FACILITIES OF Ld ry NEW JERSEY ITEM: ALLERMUIR PAUSE MFR: ALLERMUIR "k ' MODEL: PSM200 - 2 SEAT MODULE Z LOCATION: XFINITY EXPERIENCE ZONE w W W LEGENDS U Q FURNITURE UPHOLSTERY UP-01 ITEM: SEATING UPHOLSTERY MFR: DESIGN TEX MODEL: RUMELI STYLE/COLOR: BLACK FINISH: 100% NYLON MICROFIBER UP-02 ITEM: SEATING UPHOLSTERY MFR: DESIGN TEX MODEL: RUMELI 3409-802 UP-03 ITEM: SEAT CUSHION MFR: ALLERMUIR STYLE: CAMIRA BLAZER COLOR: CUZ28 SILVERDALE UP-04 ITEM: SEAT BACK MFR: ALLERMUIR STYLE: CAMIRA BLAZER COLOR: CUZ18 ORIEL m O_ ' INDICATES AREA NOT IN CONTRACT (N.I.C.) 0 w POWER & SIGNAL LEGEND w 0 NOTE: OUTLETS MOUNTED ABOVE +65" A.F.F SHOULD BE MOUNTED HORIZONTALLY N NEW 110v. DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. z o "C" DESIGNATES RECESSED TYPE SOCKET. N N NEW DEDICATED 110v./20 AMP DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT m +18" A.F.F., U.O.N. 0 N NEW 110v. DUPLEX RECEPTACLE, MOUNTED 6" ABOVE COUNTER OR SPLASH. J I� NEW 110v. FOURPLEX RECEPTACLE, MOUNTED AT +18" A.F.F., U.O.N. U) N NEW DEDICATED 110v./20 AMP FOURPLEX RECEPTACLE, MOUNTED AT +18" 0 z A.F.F., U.O.N. N COMBINATION TELEPHONE/DATA OUTLET MUD RING, WALL -MOUNTED AT 18" 0 U A.F.F., U.O.N. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. �N JUNCTION BOX, WALL -MOUNTED WITH FLEXIBLE CONNECTION TO OUTLETS Lu LOCATED WITHIN MILLWORK. COMBINATION TELEPHONE/DATA OUTLET, WALL -MOUNTED WITH FLEXIBLE o CONNECTION TO OUTLETS LOCATED WITHIN MILLWORK. _ c� �o, ` JUNCTION BOX, STUB UP IN FLOOR WITH FLEXIBLE CONNECTION TO N OUTLETS LOCATED WITHIN MILLWORK. o COMBINATION TELEPHONE/DATA OUTLET, STUB UP IN FLOOR WITH FLEXIBLE CONNECTION TO OUTLETS LOCATED WITHIN MILLWORK. N NEW SINGLE COAX JACK. PROVIDE CONDUIT FOR HDMI CABLE FROM CABLE r1�J BOX TO MONITOR. w NEW WALL -MOUNTED JUNCTION BOX FOR CARD READER AT 42" A.F.F., U.O.N. o C.R. PROVIDE 3/4" CONDUIT WITH PULL STRING & PULL RING STUBBED 6" INTO ACCESSIBLE CEILING SPACE. LOW VOLTAGE WIRING & CARD READER w FURNISHED BY TENANT. w NEW WALL -MOUNTED 4'-0"W X 8'-0"H X 3/4" THICK, FIRE -RATED PLYWOOD 0- BACKBOARD PANEL. BOTTOM OF PANEL TO BE INSTALLED AT 18" A.F.F. N PAINT TO MATCH WALL. PROVIDE OUTLETS AS SHOWN. zo O PUSH TO EGRESS BUTTON. WHEN BUTTON IS PRESSED OR IN CASE OF POWER a U PEB FAILURE, FIRE, ETC. CARD READER WILL BE RELEASED AND DOOR WILL UNLOCK. u' � I +sir.: arat l• all 22 i ■ PA / PM: A. TASSANI DRAWN BY: C.T/W.M JOB NO.: SEA1 5- 6 048- 00 0 Q 00 O co / 0 U U a i U N U ¢ I Y H T c w X O O 0 i W U) co 0 U E O U L2 0 F THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT Y SEE SHEET A0.1 & AO.2 FOR GENERAL NOTES o 5'-0" 9'-3 1/2" SEE SHEET AO.3 FOR ADA RESTROOM NOTES & DETAILS z ¢ PLAN SPECIFIC NOTES z w r-- ---------------------- ------------------------------------ i E1 WATER CLOSET - FULLY ACCESSIBLE, FLOOR -MOUNTED WITH FLUSH 0 MEN'S z L_ ____ I ; RESTROOM VALVE. (SEE PLUMBING DRAWINGS FOR SPECIFICATIONS.) w 12a /� r-__ 102 __-- �__-- �2 LAVATORY - FULLY ACCESSIBLE, WALL -HUNG, SELF -RIMMING, PORCELAIN imSINK WITH WRIST BLADE FAUCET CONTROLS. (SEE PLUMBING DRAWINGS w --�---� C i FOR SPECIFICATIONS.) 04 2 42" GRAB BAR - TOILET COMPARTMENT SIDE GRAB BAR, BOBRICK D g B-6806x42, 42"L X 1-1/2" DIAMETER GRAB -BAR WITH BOBRICK o_ MIRR. 1 B-2583 CONCEALED ANCHOR PLATES. a I , I 8 11 21 18" GRAB BAR - TOILET COMPARTMENT VERTICAL SIDE GRAB BAR, 7 i 6 i i i 5 1 4 BOBRICK B-6806x18, 18L" X 1-1/2" DIAMETER GRAB -BAR WITH BOBRICK B-2583 CONCEALED ANCHOR PLATES. ¢ 0 36" GRAB BAR - TOILET COMPARTMENT REAR GRAB BAR, BOBRICK -------I----------------------- ----- <N B-6806x36, 36L" X 1-1/2" DIAMETER GRAB -BAR WITH BOBRICK m I3 B-2583 CONCEALED ANCHOR PLATES. w 0 7 I 6 i i i 5 _ 1 4 © SOAP DISPENSER - WALL -MOUNTED, BOBRICK B-2111. 11 21 i y�--- I O A 1-6 A 10 �7 PAPER TOWEL DISPENSER & WASTE RECEPTACLE, RECESSED - w BOBRICK B-3944. B \�i ^ I ® TOILET TISSUE DISPENSER, RECESSED - BOBRICK B-3888It �- I D � C4 �9 TOILET SEAT COVER DISPENSER, RECESSED - BOBRICK B-301 12b--------------- x �\ WOMEN'S 10 SANITARY NAPKIN DISPOSAL & TOILET TISSUE DISPENSER, RECESSED mI I \ RESTROOM w �__ __ I -103 BOBRICK B-3094. m L------------------ J i -------------r 11 MIRROR AT SINK - 48"H x 24"W FIRST QUALITY MIRROR. _ I U) 1 Fl-2-1 ADA WALL -MOUNTED SIGNAGE. SEE DETAIL 3 - 5 ON SHEET A0.3. I a) MEN ¢ JANITOR b) WOMEN w OT USED. I I L----------------------------------- 111 m0 �� 0 z 0 0 N ENLARGED RESTROOM PLAN 1 SCALE: 3/8"=1'-0" m J J ¢ 2 Z N Z O U) Z w W J U N O w U Z W 0 W U W FINISH LEGEND W Y WALL FINISHES ~ J 6 \\ P ITEM: PAINT - TYPICAL THROUGHOUT INCLUDING CEILING, U.O.N. 7 4 1 MFR: BENJAMIN MOORE cn COLOR/NO: WHITESTONE, 2134-60 0 FINISH: EGGSHELL z x 3uj FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING PAINT SEE m 11 5 w 9 www.waremalcomb.com/ws/09900-001.pdf V) z w 8 ® MEN'S FRP ITEM: FIBERGLASS REINFORCED PANELS MFR: MARLITE OR EQUAL � 10 ®WOMEN'S COLOR/NO: WHITE ® FINISH/TEXTURE: SMOOTH 2 1 01 ° • SIZE: FROM WALL BASE TO 48" AFF, U.O.N. J ¢ FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING FRP SEE w www.waremalcomb.com/ws/09985-001.pdf ITEM: VINYL FLOORING _A_ _�_ SV MFR: MANNINGTON � 1 SERIES: BIOSPEC �- COLOR/NO: 15365 NEW MINERAL w SIZE: 6" COVE w w U FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING m RESILIENT FLOOR COVERING SEE m www.waremalcomb.com/ws/09650-001.pdf L; U X W HEIGHT REQUIREMENT LEGEND 0 W 4 0 42" MIN. 36" MIN. a 0o z j I 3 I I 5 I O 0 U) P t• w m z a ACCESSIBLE c' / HEIGHT z a_ U , m FRP w �� o 1 N �� I� 7 � SV o \ \ 2 6 O } \ X O X ¢ U m ,. _ 0 ¢ C M �1 N � V W O Q_ W H W 10 Z 11 0 U 8 9 o . U z �- of Xzo cn o X N LLja_ H¢ 0 ® U Z ® C 9 J L¢i W ¢ LLj 0] LL. M O ¢ MCn d 0 O Z RESTROOM ELEVATIONS@WOMEN'S & MEN'S #108 & #107 T• SCALE: 3/8 =1 -0 w CAUTION: wI o i ss cu :s tz 0 J 0 00 a\ 0 a� u N 3 u It � f, v ;..4 t 4 1! x -5� q O y x N o "" Q i -� cs p Lo 4 N 0 N a= z O 3 oc � F3 . Q af 1z: — cn C w �.: r . + 11 C • • w 1 � 0 �) � u noo cl • PA / PM: A. TASSANI DRAWN BY: C.T./T.C. JOB NO.: SEA15-6048-00 F—. CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CASH COUNTER Y O ��-► GENERAL NOTE: T.V. TO BE LOCATED ON THE RIGHT SIDE AND BETWEEN GLASS DIVIDERS. ELEVATION WILL BE AT GENERAL NOTE: ALL DISPLAY CABINETS IN +6'-6" FROM FINISH FLOOR TO THE CENTER -LINE OF THE T.V. BRACKET. ALL DISPLAY CABINETS IN Z W "CUSTOMER SERVICE" SIGNAGE WILL BE LOCATED BETWEEN ADJACENT ROOM 101 TO BE LOCKABLE ROOM 101 TO BE LOCKABLE ¢ WALL AND EDGE OF THE T.V. AND CENTERED. SIGNAGE WILL BE LOCATED WITH CAM PLUNGE LOCKS "COMCAST" SIGNAGE WILL BE LOCATED ON THE LEFT SIDE AND CENTERED ABOVE THE GLASS 0 � > >� C1 WITH CAM PLUNGE LOCKS o AT 6'-6" FROM FINISH FLOOR TO THE BOTTOM OF THE SIGNAGE. KEYED ALIKE. DIVIDERS. THE HIGHEST POINT OF THE SIGNAGE WILL ALIGN WITH THE TOP OF THE T.V. KEYED ALIKE. z (GOTHAM FONT OR WHITE ACRYLIC). - w CIS z i 2'-0" 4'-0" 2'-0" cu A6.3 10" 1'-2" " p r---- w U I I- �o ---- EQ. EQ. O O a1 15'- 0" 1 m CUSTOMER I lots 10 -7 3 -7 ol ' 00 SERVICE Q c EQ. EQ. 3,_O„ i i I J 1 - ALIGN o • ' • '. • • '. • '. • '. • • '. • '. • '. • '. • '.' 0 3 U 1 1/2" WOOD w .' f_ -3. f_r_; r�__�'�:___�.'.: Q_ o Al o CO E N Customelr Services - - - - (� I- w W/ WHITE OAK - - - - v I 1 I 1' . 1 • . • . • . Q N w I U I M o¢ C3 0 o u VENEER O r ►CAST ,� ¢ L___J L__-J. L. I CD 1 0¢ ,i _ I I I 1 I- 4 o a, cn � _ _ PL w z o 0 1 4 0¢ c� = CUSTOMER w 55 FLAT SCREEN z w w �' I = s' cn N `z/' z w I GRAY LAMINATE A6.3 o w z w SERVICE A N w - o cn n - I ry _ PL \ w w 1'-6" 11'-0" 2 io co I- w I•I I . I O , \ . . , \ u i \ 11 Q) _ - BRUSHED ~ m I I/ I I 4 - 2 I O /--- ---- / -/--- ---� ----�� - v N ✓ `° I. ' I. I i STAINLESS ---- ---- --�-- ---- ---- ----- --_-- ---- C° r---, r---n w x o 00 I!x\ I �r . I i� i I I �) L-J I ' `` STEEL BASE \ \. \ \ / I I I } . . • ' . I I _ m bD '. '. '. '. '. '. '. '. '. I I CI Q � .2 Q O L to of O O N N Qr • bA 5 ` r---- 1 I 1 1 2" 5 EQ. SPACES 1 1 2" i 01 1 1 2 1 2 z / / PIANO HINGES (TYP.) / / �------ 8 EQ. SPACES � ,f w Je- of N; T 1'-6" 11'-0" 1'-6" fl l'-0" (U r' o -A2- z -C2- ELEVATION~ ELEVATION ENLARGED DE m SK PLAN ENLARGED DESK PLAN o 3 SCALE: 3 8"=1'-0" "= ' " -' / SCALE: 3/8 -1 -0 ,,,., Z 1 1 /2" WOOD oco W/ WHITE OAK z: VENEER CD w PL 10 w 1 1 /2" WOOD A6.3 1 m W/ WHITE OAK A6.3 VENEER BRUSHED � PL oo STAINLESS STEEL 1" _ U) 1 PL o g z (o BRUSHED I o co GRAY LAMINATE 1 ) z STAINLESS STEEL I N I o_ 0 PL �' Cn z co PL 4 w 5 o ■ 1 1 /2" 10'-9" 1 1 /2" 3'-7" 11'-5" I W GRAY LAMINATE PANELS 11'-0" �^ 15'-0" cn � VJ PL 4 _ > -A3- o -C3- ELEVATION o W co ELEVATION W Q � 1 1 /2" WOOD Y / 00 W/ WHITE OAK 1 1 /2" WOOD < W VENEER W/ WHITE OAK J �..I PL VENEER _¢ CPU ACCESS ACCESS 10 NO GROMMETS CORNER GUARDS PL BRUSHED OPENING PANEL PANEL A6.3 ABOVE CASH POWDER COATED 1 NO GROMMETS CASH BACK CPU o O J TO MATCH GRAY ABOVE CASH RAWER ACCESS OPENING MM STAINLESS STEEL TYP.) (TYP.) (TYP.) DRAWERS, TYP. z W — LAMINATE (TYP.) GRAY LAMINATE DRAWERS, TYP. (TYP.) PANEL (TYP.) 2„ PL 2 5 o I....�L �..........:_ ..:. _ .....`_I i _ PL (- GRAY LAMINATE 10 PANELS E— - OUTLETS TO BE j OUTLETS TO BE � o) i� BRUSHED K PL ITLOCATED BELOW N STAINLESS STEEL [�LOCATED BELOW N N I I I ...... . ®� _... TPC TOWER, TYP. O BASE '® �•-E�-- '®o � 'FBI PC TOWER, TYP. � PL O BRUSHED 5 ¢ STAINLESS STEEL5/8-„ " „ " " 8„ 2'-0" " " 2'-0- BASE LL 6" 2'-2 2 -2 [1'-3" 2-2 2 -2 6 / 6 1 -9 2 -3 1 -9 2 -3 1 -9 1 -2 3 -1 6 PL 11'-0" w 171 5 15'-0" -C4- _C 1 _ -A4- -Al - ELEVATION ELEVATION ELEVATIONELEVATION L O w w m CUSTOMER SERVICE ELEVATIONS RETAIL #100 w "_> » C CUSTOMER SERVICE ELEVATIONS RETAIL #100 w x SCALE: 3/8 -1 -0 SCALE: 3/8"=1'-0" A o R V E D F C EC P I N GREETER STATION w 1.- MILLWORKER AND GENERAL CONTRACTOR - ~ a 01 NOTES: O MINIMUM WIDTH OF MILLWORK TO BE 9' 101,-2 GREETER QOf TO COORDINATE SINK LOCATION WITH T.V. TO BE LOCATED ON THE RIGHT SIDE OF THE MILLWORK, WITH THE EDGE OF THE T.V. ALIGNED WITH THE EDGE OF THE EXISTING PLUMBING. MILLWORK. ELEVATION WILL BE 6'-6" FROM FINISH FLOOR TO THE CENTER LINE OF THE T.V. BRACKET. CONSULATATION o f u la P= SERVICE T SIO 2.- EACH CABINET DOOR TO BE NO LESS " =} Ul I G D VI CHECK -IN SIGNAGE AT THE FACE OF THE GREETING STATION WILL BE LOCATED ON THE UPPER -LEFT CORNER OF THE MAIN THAN 12" WIDE AND NO GREATER THAN 18" PANEL. Lij WIDE, U.O.N. - TYPICAL AT ALL ELEVATIONS wm "WELCOME TO YOUR XFINITY STORE" SIGNAGE TO BE LOCATED TO LEFT TV MONITOR AND WITH TOP OF SIGN ALIGNING WITH I- j TU i A TOP OF TV. CENTER SIGNAGE BETWEEN EDGE OF MILLWORK AND TV MONITOR. I Check In 4�0., z O J L 2 1 01 GREETER STATION LOCATION SHALL BE CENTERED WITH THE WIDTH OF THE MILLWORK W/ CUBBIES. ¢ I N J 00 P 1 /2 8'-4" 1 /2„ B1 z¢ • 0 2 co m j P P 8'-5 1 /2" y!� i� . ^ % O o FRAMED DRYWALL ;• .,� • • � ozS � 2 5 3 ABOVE & 4. 1 1/2" 7'-11" A6.3 p SIDE WALL FRONT WALL AROUND G.C. P p m TYP. p / a o � 7 Co PROVIDED e - - �' ,= .' .' <vo- / . J z Fn Of i N 6 EQ. SPACES >> ACCENT MILLWORKPAINT , /� , �/ f t. /�� / ELEVATION Q P-5, ALL SIDES ;/' / O Q- w 5 z / w ¢ a� _ ACCESS z PROVIDE 3 2 1 2" z / v\ EQ EQ OPENING / '. .�0 / _ 0 w G.C. PROVIDED GROMMETS WITH A c� __ _ _ _ _ _ PL 109911 Welco ,. to your t/ ��� N / / W ow af ¢ z -- -�---- -- - �=- MILLWORK: PIANO BLANK COVER / 6 r Q (TYP.) w \„/ - / I \ _ - _ - Tukwila XF{INI—TY store _ oft- (18) QTY. MILLWORK HINGE p� j' ',' • ' ' // o / o �/ ow °' ==7-,_� F \ w rri I CUBBIES, r.1 d` / / o cmn w 18 W.x30 D.x12 H. PL o '- GRAY LAMINATE FACE / J 6 w \ w w p � T = 1 7 LL 0 & INTERIOR WITH _ '! ' • /,/ I} W T ¢ N 3 I cn cn�_ MATCHING PVC _ cD / a o c 5 w I c°i� A6.3 AiK ( w w ri- // �� ¢ c� I ( } IMPACT EDGING, ® d / / / .� o A6.3 00 `V ®I I li �' = NEVAMAR S6027T x = 1 w co _ N ii 4 > I o MARITIME GRAY /// / w CD LLj o w — — — — J. io — i , 1 /2" j N N I 2/ / 0o I �' , �"� . j o_.........._.......__......_.._..............._..-._..._.........-._.._:- - .._..._._ _._..__.....--------- 3/4"DRYWALL 3 EQ. SPACES B / Q o o . co I ® ® I i --- -- \ z -- =-� ' ® ! w �t I REVEAL AT TOP 3 �o / cn SAFE \.--- --- \ -- - i I > I °� TRASH /`� z PA / PM: A. TASSANI LI' I i�1 N , _ AND SIDES 4 -8 1 2 / / Q I ' I '\, / \ I f F`1 PLASTIC BINS / w � / ; % PROVIDED BY 8'-5 3/8" v DRAWN BY: GT/W.M ----------------------------------------- --- - i " " COMCAST'S VENDOR `` 1 1 /2 fi-6 1 -6 1 -6 1 -6 1 -6 1 -6 1 1/2" - n r�- N JOB NO.: SEA15-6048-00 1 1/2" 3'-0" 4'-11" C5L f12'-0" VERIFY 4 EQ. SPACES 1'_6" , " 1 p2" 1'-6" ENLARGED P L N ¢ SHEET 8-0 1/2 9-10 1 2 ELEVATION i COUNTER VERIFY -��- A 3/8"=1'-0" � VERIFY SIZE OF D.W.NIL Ar's ELEVATION CASH -OUT #107 MILLWORK ELEV. STAFF AREA #105 MILLWORKESU CONTRACTOR ELEVATION GREETER MILLWORK ELEVATIONS 1 SCALE: 3/8"=1'-0" E SCALE: 3/8"=1'-0" D =1' X CAUTION: IF THIS SHEET IS NOT 30"x42 IT IS A REDUCED PRINT In u N Q 00 d- O U Q U L y..J U N U L Q / Q .N .E x CD C) I d- 0 I UI Q w Cn Q +, U E O U L2 U) O D 1-11 �__ _ _ _ FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING INTERIOR NOTE: EACH CABINET DOOR TO BE NO LESS THAN Y I --------- --- I I B ARCHITECTURAL WOODWORK SEE www.waremalcomb.com/ws/06402-001.pdf 12" WIDE AND NO GREATER THAN 18" WIDE, o .a; U.N.O. -TYPICAL AT ALL ELEVATIONS.49 A6.2a Al *- VERIFY ALL EQUIPMENT CLEARANCES ¢ W 2-SIDED I I I ------------------------------------- -- EXPERIENCE - o PERIEN ---------------------------� ..� �. .. .. ZONE LIJ (D B CUSTOMER ; A2 0 d � A6.1 SERVICE I I . . . .. .- .. . -.. - A4 z G1 TUj . � T E c- c O z J Customer Service ®o W 2 "®".,_��� , ".o' -I •I GROMMET APPS DISPLAY MILLWORK ELEVATION RETAIL #100 0 0 0 0 LOCATIONS SCALE: 3/8"=1'-0" H IN TOP 20 to A6.3 I I CONTINUOUS FLUORESCENT 7 LIGHT STRIP BY ELECTRICIAN 3/4 PLYWOOD WITH BRUSHED -E 1- A6.3 i BEHIND BRUSHED STAINLESS STAINLESS STEEL BASE STEEL PLATE EACH SIDE I E L EVAT I O N 2'-0" w 0o NAVIGATION SIGN Uj Y op ~ Q ---WALL MOUNTED _ Uj ¢ PROMOTIONAL SIGN = ALIVE PRODUCT B2 b 63 cn DISPLAY - - ACCESSORY o O J SHELF DISPLAY Fn m z LLJ B1 �' Uj —V L m T / " ELEVATION ENLARGED PLAN Q DISPLAY TITLE - _ i 3 4 WOOD WITH WHITE OAK �PI� VENEER E L TVA O a PAD;; "PAD 1 IPAD!{ � PAD 3» 12'-0" SCALE:3/8"=1'-0 :2 L . LIJ Of >< EQ EQ. ELEVATION co y III 1 I � � o 0 NAVIGATION SIGN z co NAVIGATION w SIGN LIJ Of —WALL MOUNTED PROMOTIONAL SIGN WOODEN �-HIGHLIGHT FRAME I j FRAME m 0- N"—BACK WALL PEG DISPLAY w Y _ BOX DISPLAY SHELF o LIJ o- 2'-0" MILLWORK DOORS STAINLESS STEEL BASE _ _ ENLARGED PLAN J 1 PL ELEVATION -63- -B 1- Q 3/8"=1'-0" E EVATION 5 1'-8" E L EVAT I O N E L EVAT I O N 0 HIGH INTERACTION o n 1 rT n f' % n A r1 n i n I � w A � � �� n i n r-� � i r � r� i n -r � n w � � r-� r -r n � � 11 Ann � r, n r% A a r r r I A i n r% r i r— r r I/ n -I- I n w I � r-s r— T n I I � w n n R A. l I. ,...�. �.� r— l r—. , A T l .-.. I .-. r% r— T A 11 ► t-4 �, ., _ PA / PM: no A. TASSANI DRAWN BY: C.T/W.M JOB NO.: SEA15-6048-00 CAUTION: IF THIS SHEET IS NOT 30%42" IT IS A REDUCED PRINT n N a I m 0 / 0 U / 0 a U L U N U Q / Q I c X i 0 0 I 0 I Q w Ln / 0 U E O U L2 O 0 0 N GENERAL NOTE: .n ALL DISPLAY CABINETS IN a N W ROOM 101 TO BE LOCKABLE WITH CAM PLUNGE LOCKS o "CUSTOMER SERVICE" SIGNAGE WILL BE LOCATED BETWEEN ADJACENT KEYED ALIKE. w WALL AND EDGE OF THE T.V. AND CENTERED. SIGNAGE WILL BE LOCATEDuj c� AT 6'-6" FROM FINISH FLOOR TO THE BOTTOM OF THE SIGNAGE. z i (GOTHAM FONT OR WHITE ACRYLIC). 9 W U A6.3 = re � L o tu EQ. EQ. 3'-0" i m -------------------------------------------------------- Q Custo e�r Services - - - - F= N r � M' I I'• '. I I Ld N O Q ~ W N ~ _ bj = O 55" FLAT SCREEN I Z = w N 1'-6" 11'-0" 1'-6" W It J V) 2 W O Lu N I U LU (wLL_ N 01 2 Z �+ W d A CUSTOMER o ; /, ,�°i i �,/° SERVICE N N F— 3 bA u CV I I \ i I�\ I O--_ •L---J' • ' • ' •c—___•�' L__—J e=--3 'L___1 I_" N O m N 00 i m bA u 00 n 1 1 2" 5 EQ. SPACES 1 1 2" 10" 13'-4" 10" � °�' N / / PIANO HINGES (TYP.) _ B Cz o o It N 15'-0" tin 'u N s� w U Z Q A3 w -A2- - U 0 ELEVATION z Q W1 ENLARGED DESK PLAN _ SCALE:j gOo o � w [z (n 0 10 > W 1 1 /2" WOOD A5.3 m W/ WHITE OAK J VENEER Q -- PL 1 _ o CD z c0 Q BRUSHED I Z STAINLESS STEEL I o I o Co � � z PL N LJ CIO 5 0 • 1 1 /2" o 14'-9" a RED LAMINATE 15'-0" PANELS=mj U) w PL -A3-4 �., U ELEVATION W < Co > 00 w � � Y H W Q 2 L0 O Q CPU BACK ACCESS ACCESS 10 NO GROMMETS o J BRUSHED OPENING ACCESS PANEL PANEL A5.3 ABOVE CASH _ STAINLESS STEEL (TYP.) PANEL (TYP.) (TYP.) DRAWERS, TYP. w PL 2" o 5 -^ RED LAMINATE - - - LIJ p PANELS ; f ; - I C° PC PC PC OUTLETS TO BE RIM RIM LOCATED BELOW N m PC TOWER, TYP. o : O .... U BRUSHED J n/ STAINLESS STEEL 5 8 6 2'-2" 1'-9" 2'-2 1 /2" 1'-91, 2'-2" 1'-9" 2'-2" 6" /8„ 2'-0" LL BASE 15-0" Q PL � 5 � -A4- -A1- o M ELEVATION ELEVATION Z W w w Q m w CUSTOMER SERVICE ELEVATIONS RETAIL #100 ' W A Y SCALE: 3/8"=1'-0" w C3 B2 0 z . w C2 °' 3'-8- ENLARGED PLAN 1. w N B1 HOME SCALE: 3/8"=1'-0" o APPS 2-1 DISPLAY - DISPLAY J J 3/4" PLYWOOD _ ENLARGED PLAN 31-81p WITH WHITE OAK N SCALE: 3/8"=1'-0" EQ EQ WOOD LAMINATE z 2'-6" -co \ PL 11 11 11 11 m EQ. EQIlk. 1 lo m 2,-6„ - - _ U HORSE HAIR b ;� - oo a GROMMET i I DOOR LOCKS W/ ALMOND N N DOOR W/ oo a I i DOOR LOCKS i� GROMMET4jj�:_O- NMAGNETIC PUSH GROMMET '1 `V DOOR W/ MATT BLACK�°LATCHES o MAGNETIC PUSH TEXTURED 2"8 2' SOLID WHITE COLOR PL LOCATION LATCHES FOIL, LAMINATE 2 11/8 GROMMET N� Wo°° -B1- „ IN TOP 3/4 PLYWOOD PL -C1- LOCATION MATCH RAL WITH BRUSHED 9005. STAINLESS STEEL 5 z IN TOP BASE of 3/4" PLYWOOD o WITH WHITE OAK " ofACCESS 2'-6" PL TO BACK �� ' _4 WOOD LAMINATE 3 _8 I a_I 4 ACCESS PL PANEL CAI 1 W is GRAY - _ ACCESS - 0:� -- LAMINATE AND I j T SOLID COLOR TO BACK I j 1 /16" FLEX IN N GRAY PVC 00 N WHITE ACCESS N U)LAMINATE PANEL o EDGING. PL U 3 2„ 2„ U / „ PA / PM: A. TASSANI DRAWN BY: C.T/W.M JOB NO.: SEA15-6048-00 CAUTION: IF THIS SHEET IS NOT 30%42" IT IS A REDUCED PRINT J-BOX GROM TOP 1 1 /2 BEIGE' COUN' E 1/4" PAINT F•z�:i WIRE SHELF ACCE� BOTTC POWEI SEE E EXACT 1 LllVL1Yl LIY WALL -MOUNTED HOME CABINET SCALE: 1 "=V-0" Q I 0 o / 0 I 0 / 0 U 0 Q U / a 0 a� v / I c X I 0 0 I 0 o I U Q w cn W 0 0 E 0 U 0 / IMWMI-Home-Display_Wall-Cabinet 23 24 J-BOX 11 1/4- CONNECTION TO LIGHTING 5" CONTINUOUS LIGHT STRIP EXISTING WALL POWER / DATA OUTLET FOR TV MONITOR TO BE LOCATED IN DRYWALL PARTITION BLOCKED OUT OPENINGS PROVIDED IN MILLWORK FOR ACCESS TO OUTLETS IN WALLS \F_1 1 1 /8" GRAY LAMINATE PANEL PL f 11 fl HORSE HAIR GROMMET WITH k l� ALMOND k GROMMET F �ffl \\ u FIXED SHELF ACCESS PANEL IN BACK TO ALIGN WITH WALL 1'-3" DOORS WITH MAGNETIC PUSH 6„ LATCHES ADJUSTABLE 43 SHELF —� WHITE LAMINATE PANEL i PL 2 1 ME ��_l I i, 0 11 ELEVATIONS FOR EXACT PLACEMENT WALL -MOUNTED APPS DISPLAY SCALE: 1 "=1'-O" J-BOX CONNECTION TO LIGHTING 11 1/4" CONTINUOUS LIGHT 5" STRIP EXISTING WALL MAGNETIC PRINTED GRAPHIC BRUSHED STAINLESS STEEL BASE PL 5 WALL- MOUN SCALE: 1 "=1'-O" EQUIPMENT AND QUANTITY TBD. EQUIP. FIXED TO PEDESTAL 1 1/8" WOOD WITH WHITE OAK VENEER00 —� PL _r 1 SLIDING DOOR LOCK WIRE CHASEL POCKET HOLE BACK PANEL SLIDING DOOR ON EMPLOYEE SIDE —� 3/4" PLYWOOD PANEL WITH PL-1 --, 7 GUSSETS SLIDING DOOR HARDWARE FLOOR CLEAT r� u f� �k 3. Fi 1 Q. 4 U ..k ao ao ( 34 x s a f N, i s � co �., z � 1 A x; - N c � \ Pi A t � I 7 1 /2" 1 1/4" TE D 4' 1'-8„ L I Lo PROMO WALL 19 6 10 3/4 00 J 3/4" 3/4" o o � �I HIGH INTERACTION BAR 2 SCALE: 1 "=1'-0" 1'-1" Ilk T 2-SIDED EXPERIENCE SCALE: 1 "=1'-0" J-BOX CONNECTION TO LIGHTING CONTINUOUS LIGHT STRIP EXISTING WALL MAGNETIC FILM PUCK SYSTEM MTD. SHELF W/ WHITE OAK VENEER PL-01 FOR: DVR/CABLE BOX/MODEM - PUCK SYSTEM MTD. SHELF W/ WHITE OAK VENEER PL-01 FOR: PACKAGED PRODUCTS 12" TALL REMOVABLE PANELS HELD IN PLANE PL 00 5 POWER / DATA OUTLET. SEE ELEVATIONS FOR EXACT PLACEMENT—/ 11 1/4" 1 5" WALL -MOUNT ZO N t \ M WIRE ACCESS CHASE FOR SOUND BAR SOUND BAR BY OTHERS WIRE ACCESS SOLID WHITE OAK BUTCHER BLOCK COUNTER LOCK LIFT SWING DOOR WIRE ACCESS REMOVABLE ACCESS PANEL STEEL SUPPORT POST E ED HOME DISPLAY SCALE: 1"=1'-0" IMWMI-Home-Display_Wall Mounted RECESSED USB OUTLET PIVOT HINGE SOLID WHITE OAK BUTCHER BLOCK COUNTER PL 1 LIFT SWING DOOR cV WHITE LAMINATE PL 2 LOCK Lo 0 00 WIRE ACCESS \ rn REMOVABLE ACCESS PANEL 3 1 /8" 11 1 /2" 3 1 /8" STAINLESS STEEL PL LAMINATE 5 EXPERIENCE ZONE TABLE SCALE: 1 "=1'-0" 15 J-BOX CONNECTION 11 1 /4" TO LIGHTING CONTINUOUS LIGHT 51f STRIP EXISTING WALL 12" TALL REMOVABLE PANELS HELD IN PLANE---\ BRUSHED STAINLESS STEEL BASE PL 5 °O to " , k x � a g I 40, a ,< co - oa r_ 4 3 co N n i WE g x M 7 1 /2" 11 1/4" WALL -MOUNTED P SCALE: 1 "=1'-O" 55" FLAT ON SURFA( MOUNT BR, 1 1 /2" W0, WHITE OAK POWER, Di OUTLETS E MOUNTED FACE OF I' 3/4" WHIT CABINET 0 J-BOX F01 AND DATA FLEXIBLE OUTLETS h MILLWORK ROMO WALL CUSTOMER SERVICE SCALE: 1 "=V-0" COUNTERTOP WITH WHITE OAK VENEER, PL-01 GROMMET CASH DRAWER LOCK 1/4" DIAMETER HOLES FOR ao SHELF SUPPORTS, TYP. 00 ao I° ° 3/4" ADJUSTABLE N o PLASTIC LAMINATE00 SHELF - BRUSHED STAINLESS STEEL BASE, PL-05 CUSTOMER SERVIC SCALE: 1 "=1'-0" Y o- SEE CEILING PLAN z Q _ _ FOR CEILING HEIGHT 3/4" MELAMINE TOP W/EDGE w OPEN BAND ABOVE i? FRAMELESS CONCEALED HINGE, Lu TYP. z 3/4" FRENCH CLEAT o FASTENED TO STUDS, TYP. w 1/4" MELAMINE BACK, TYP. o F 3/4" PLASTIC LAMINATE o CABINET DOOR, TYP. - FINISH BOTH SIDES & PROVIDE EDGE m BAND AT ALL 4 EDGES o M CLEAR 4" BRUSHED STAINLESS WIRE w PULLS MOUNTED HORIZONTALLY, WITH o COUNTER -SUNK SCREWS & CAPS, TYP. - PROVIDE SILENCERS AT DOORS o z \_ 1'-5" w 0 o N O N 3/4" PLASTIC LAMINATE COUNTERTOP m 2,—O„ „ 3/4" PLASTIC LAMINATE J 1/2 _ BACKSPLASH WITH 1/4" _ RADIUSED COVE r Z c 1/2 MELAMINE DRAWER BACK & SIDES °- w o- 3/4" MELAMINE DRAWER o cn BOTTOM 3/4" PLASTIC LAMINATE DRAWER FACE 3/16" DIA. HOLES FOR SHELF tz SUPPORTS, TYP. m 3/4" MELAMINE SHELF (1" IF OVER 3'-0" WIDE), TYP. - w PROVIDE EDGE BANDS AT FRONT & BACK o 3/4" x 3" STRETCHER, TYP.Lu w w 3„ 2 x 4 WOOD STRETCHERS AT 2'-0" O.C. m PLASTIC LAMINATE BASE V) UPPER/LOWER CABINETS z Z Q 2 SCALE: 1"=1'-0" IMWCB-Up-low-drws-splash-01 z 0 z w 3/4" PLASTIC LAMINATE 2'-0" COUNTERTOPLi 3/4" PLASTIC LAMINATE 0 _ 1 /2„ BACKSPLASH WITH 1/4" `- �� �- t d RADIUSED COVE 1.1 o _ - - - - - - - - - - - 3/4" x 3" STRETCHER, TYP. z ADA-COMPLIANT STAINLESS w - — i STEEL SINK W/OFFSET DRAIN w of 3/4" PLASTIC LAMINATE FALSE FRONT TO ALIGN WITH Y o z ADJACENT DRAWERS i11 Z < Q ' Q 17 J U U) N w w-------� 1/4" MELAMINE BACK, TYP. o Y � I N DRAIN & HOT WATER PIPING TO BE WRAPPED WITH o d INSULATION AS REQUIRED FRAMELESS CONCEALED z 3• HINGE, TYP. ADA-COMPLIANT INTEGRAL o; KNEE/TOE CLEARANCE TOE -KICK o U LOWER CABINET AT SINK J w SCALE: 1"=1'-O" IMWCB-Low-sink-splash-04 3/4" PLASTIC LAMINATE Z COUNTERTOP 2'-0" w �o=EL: 1 /2" -- - -- 3/4" x 3" STRETCHER TYP m , o_ \ W W r- Z O 1' 0_ 3/16" DIA. HOLES FOR SHELF SUPPORTS, TYP. w J w ; ; M O O W Z Z 3/4" MELAMINE SHELF (1" IF Q z w OVER 3'-0" WIDE), TYP. - O cn PROVIDE EDGE BANDS AT o w FRONT & BACKcn w m 0z 2 x 4 WOOD STRETCHERS AT 3„ 2'-0" O.C. PLASTIC LAMINATE BASE v=i 0 z LOWER CABS w/o DRAWERS m 4 0 SCALE: 1"=1'-0" IMWCB-Up_low-01 J W Of w WALL, SEE PARTITION PLAN c� GROMMET WITH PLASTIC SLEEVE - SPACE AS NEEDED o P.LAM. WORK SURFACE WITH 0 EASED EDGE za o- w o- - ° ° ° ° ° ° ° N ° 2-1/2"x2-1/2"x1/4" STEEL w 0 0 2'-0" ANGLE SUPPORT ® 24" O.C.. Q AND AT EACH COUNTER END. w w NOTE: PROVIDE ALTERNATE Q w ° FOR P.LAM SUPPORT N o_ ° O o w z� v Z 0w ° w Z U. w O w L' FLOOR RUNNER °- � I MENOMONEE u _ PA / PM: A. TASSANI DRAWN BY: C.A.T./T.C. JOB NO.: ISEA15-6048-00 cn 0 z SHEET Q CAUTION: IF THIS SHEET IS NOT 302)x42" IT IS A REDUCED PRINT I 00 J- 0 m I 00 Izr 0 o / U / 0 U U N U / I a X I 0 0 I LAJ I Ld / cn 0 U E O U cn O _. DOOR SCHEDULE 3 XFINITY GRAPHIC ` "BY OTHERS" t , 0 W W DOOR FRAME Q I— W CLEAR GLAZING DOOR ROOM Q W C.� REMARKS ' NO. NO. � W ;L �` PROVIDE 5/8" W a- p TYPE WIDTH HEIGHT THICK MATERIAL FINISH RATING MATERIAL FINISH RATING i THICK = CD 0 = _3Q W CD *SEE NOTE 2 UNDER NOTES uj 00= TEMPE 100 100 A �� 3 -0 �. 8 -0 1-3/4 " SOLID CORE WOOD PAINT _ HOLLOW METAL PAINT _ B2 1d o a, .x, GLASS N j PANELS(NO RETAIL 102 102 MEWS RR A 3 -0 8 -0 1-3/4 " SOLID CORE WOOD PAINT - HOLLOW METAL PAINT - B2 1c - - w L`' U' 3 SIM. J i ONE PANEL SHALL BE _ CDWOMEN'S C 103 RR A 3 -0 1' 8 -0 1-3/4 " SOLID CORE WOOD PAINT _ HOLLOW METAL PAINT _ B2 1c ,t WIDER THAN 4'-0") IN CLEAR 104 JANITOR 3'-0" 8'-0" 1-3/4" SOLID CORE WOOD PAINT - HOLLOW METAL PAINT - B1 1aANODIZED - - 105 105 A 3'-0" 8'-O" 1-3/4" SOLID CORE WOOD PAINT - HOLLOW METAL PAINT - B2 1a Y - CARD READER TO BE PROVIDED BY SECURITY VENDOR. 4 ALUMINUM ALUMINUMA FRAME OM 106 106 C 3 -0" 8 -0„ 1-3/411 SOLID CORE WOOD PAINT - HOLLOW METAL PAINT - B2 1a Y - CARD READER TO BE PROVIDED BY SECURITY VENDOR. PROVIDE LOUVER DOOR. ,' SERVER ` PROVIDE SILICONE 107 107 CASH OUT RM. B 3 -0 " „ 8 -0 1-3/4 SOLID CORE WOOD PAINT - HOLLOW METAL PAINT - B2 1b - - PROVIDE 2'-0" SIDELIGHT. 7'_3" 2 EQ. SPACES SEALANT AT BUTT -JOINTS 108 O B 3 -0 8 -0 1-3/4 SOLID CORE WOOD PAINT - HOLLOW METAL PAINT - B1 1b - - PROVIDE 2'-0" SIDELIGHT. f7'-7" 4'-0"109 MANAGER OFF. 109 A 3 -0„ 8 -0„ 1-3/4 SOLID CORE .WOOD PAINT - HOLLOW METAL PAINT - 62 1a Y - CARD READER TO BE PROVIDED BY SECURITY VENDOR. GLAZING STORAGE ELEV. SHIFT/RETENTION #101 5 A SCALE: 3/8"=1'-0" 5/8" TYPE 'X' GYP. BD. EACH SIDE OVER METAL STUD. SEE STUD TABLE FOR SIZE AND ~ SPACING 1/2" INSULATION WHERE OCCURS :e= Wit- METAL TRACK K' 3-5/8" METAL STUD NESTED IN METAL TRACK 0 DOOR FRAME PER SCHEDULE z w 0 0 = o cn 0 o w DOOR PER SCHEDULE N DOOR HEAD JAMB SIM 6 . SCALE: 3" = 1'-0" IDRAL-Head-07 DOOR HARDWARE FIXED GLASS. HARDWARE SPECIFICATIONS OPERATING HARDWARE HARDWARE GROUP DOOR FRAME PER SCHEDULE 5/8" TYPE 'X' GYP. BD. EACH SIDE OVER METAL STUD. SEE DOOR PER SCHEDULE STUD TABLE FOR SIZE AND BUTT HINGES: STOPS: 1. SCHLAGE "D' SERIES "SPARTA' LATCHING HARDWARE FOR USE ON SINGE OR PAIR OF GLASS DOORS SPACING. IVES 3 KNUCKLE 3CB1 SERIES (OR 5 KNUCKLE 5BB1 SERIES) 1. IVES WS407 / FS436 SERIES DOOR STOPS: INTERIOR DOORS - J626 SATIN CHROMIUM PLATED OR APPROVED EQUAL. a. WS407 CVX/CCV WALL STOP OR APPROVED EQUAL, TYPICAL. a. ND80PD - STOREROOM LOCK Al SINGLE STOREFRONT GLASS DOOR A4 SINGLE STOREFRONT GLASS DOOR SIZE: b. FS436 / R435 DOME FLOOR STOP (SIZE BASE TO FIT) OR b. ND50PD - ENTRANCE/OFFICE LOCK OPERATING HARDWARE MS 1850S OPERATING HARDWARE MS 1850S ::.:<:; ,=....::. <• t::= -a: - ;-::: a. 3 1/2" X 3 1/2" X 0.123 GA FOR 1 3/8" DOORS APPROVED EQUAL -WHERE WALL STOP WILL NOT WORK. c. ND40S -BATH PRIVACY LOCK CYLINDER GUARD EXIT INDICATOR MS 4043 4089 CYLINDER GUARD EXIT INDICATOR MS 4043 4089 b. 4 1/2" X 4 1/2" X 0.134 GA FOR 1 3/4" DOORS TO 36" WIDE c. WHERE WALL OR FLOOR STOPS WILL NOT WORK PROVIDE AN d. ND10S - PASSAGE LATCH THRESHOLD 200D THRESHOLD 200D C. 4 1/2" X 4 1/2" X 0.180 GA FOR 1 3/4" FOR DOORS OVERHEAD STOP OR SPRING "CUSH" ARM ON THE CLOSER. e. 23-065 (1 1 /8") - GLASS DOOR CYLINDER GREATER THAN 36" TO 42" WIDE. MAGNETIC HOLDERS: 2. VON DUPRIN 98f99 SERIES PANIC HARDWARE OR APPROVED EQUAL A2 PAIR OF STOREFRONT GLASS DOOR A5 PAIR OF STOREFRONT GLASS DOOR d. 5" X 4 1/2" X 0.190 GA FOR 1 3/4" FOR DOORS 1. LCN 0 VDC/VAC) MAGNETIC HOLDER OR APPROVED 3 POINT LOCK) (3 POINT LOCK) GREATER THAN 42" TO 48" WIDE. RATED AUTOMATIC RELEASE DOORS. EQUALL AT FIRE- a. 9975L X 575 - SINGLE DOOR OPERATING HARDWARE MS 18050S OPERATING HARDWARE MS 18050S e. MANUFACTURER'S GUIDELINES FOR ALL OTHER DOOR a. PROVIDE EXTENDED ARMATURES AS REQUIRED TO SUIT D b. 9947L X - PAIRS OF DOORS (CONCEALED VERTICAL RODS) THRESHOLD BOLT 4015 THRESHOLD BOLT 4015 THICKNESSES. CONDITIONS. DELETE: 355CS, COR2, FB8/7 HEADER BOLT 4085 HEADER BOLT 4085 QUANTITY: 1 1/2 PAIRS FOR DOORS 60" TO 90" IN HEIGHT AND AN DOOR COORDINATORS (COORDINATORS TO MATCH DOOR FRAMEi: 1. IVES COR SERIES OR APPROVED EQUAL, SIZED TO FIT PROVIDE: 297DS, 293DP AT FIRE DOORS c. 9927L - PAIRS OF DOORS (SURFACE VERTICAL RODS) DELETE: 355CS, COR2, F88/7 CYLINDER GUARD EXIT INDICATOR THRESHOLD MS 4043 4089 200D CYLINDER GUARD EXIT INDICATOR THRESHOLD MS 4043 4089 200D INSULA1110N ADDITIONAL 1/2 PAIR FOR EVERY 30" OR FRACTION THEREOF. PROVIDE: 297DS, 293DP AT FIRE DOORS FROM STOP TO STOP. WHERE OCCURS MATERIAL: a. PROVIDE FULL LENGTH BRACKET FOR MOUNTING TO d. USE SCHLAGE 20-001 (1 1 /4") CYLINDER. A3 SINGLE P-B STYLE TEMPERED GLASS DOOR SEE a. ALL EXTERIOR OUTSWING DOOR BUTTS SHALL BE MADE OF ALUMINUM FRAME. e . USE FIRE RATED HARDWARE WHERE REQUIRED. BY TEMPGLASS WESTERN, INC. FLOOR PLAN NON-FERROUS MATERIAL AND SHALL HAVE STAINLESS 2. IF JAMB STOP DOES NOT PERMIT USE OF IVES COR SERIES, 3. IVES 8000 SERIES PUSH/PULL PLATES OR APPROVED EQUAL HEADERS GUARD DS-4022CYLINDER MS 4043 STEEL HINGE PINS. SUBSTITUTE IVES CORG SERIES, GRAVITY COORDINATORS. a. 8200 4 X 16 PUSH PLATE TAPERED RAIL DS-00 b. ALL EXTERIOR OUTSWING DOORS SHALL KICK PLATES: b. 8305-6 4 X 16 PULL PLATE CLOSER RTS-85 HAVE NON-REMOVEABLE PINS. PAIR WOOD OR HOLLOW METAL DOORS INTEGRAL DOOR & WINDOW JAMB ALL FIRE RATED DOORS OR DOORS WITH CLOSING 1. IVES 8400 SERIES OR APPROVED EQUAL. SINGLE WOOD OR HOLLOW METAL DOOR c. DEVICES SHALL HAVE BALL BEARING STEEL HINGES" 2. SIZE AS FOLLOWS: 4. BLUMCRAFT " OF PITTSBURGH ALL GLASS DOORS HARDWARE— C1 STANDARD DOOR: SCALE: 3"= 1'-0" IDRAL—Jamb-03_integral � . a. 10X 2LESS THAN DOOR WIDTH — SINGLE DOOR 626 SAl1N CHROMIUM PLATED OR APPROVED EQUAL B1 STANDARD DOOR: BUTT HINGES 450 T88 PIVOTS: IVES 7000 SERIES b. 10" X 1" LESS THAN DOOR WIDTH — PAIR OF DOORS a. H-100—A PANIC HANDLE BUTT HINGES STOP 450 T88 W1276 CCS STOP BOLTS W1276 CCS FB8 OR FB7 WEATHER STRIPPING: b. H-100—A PANIC HANDLE WITH KEY CYLINDER HIGH STRENGTH FORGED BRONZE OR STAINLESS STEEL 1. NATIONAL GUARD PRODUCTS (NGP) OR APPROVED EQUAL: c. DB-100—A DEADBOLT LOCK HANDLE WITH KEY CYLINDER B2 STANDARD DOOR WITH CLOSER: C2 STANDARD DOOR WITH CLOSER: TILT —ON PRECISION BEARING AND BEARING PIN. a. THRESHOLDS —NGP 8139 OR AS SHOWN ON SILL DETAILS d. P-751A PUSH/PULL HANDLE BUTT HINGES 450 T88 BUTT HINGES 450 T88 j: INSULATION WHERE OCCURS a. BOTTOM AND INTERMEDIATE PIVOTS: ADJUSTABILITY AND AS REQUIRED TO SUIT CONDITIONS AT EXTERIOR DOORS. STOP W1276 CCS STOP W1276 CCS r OF MINUS 1/16 INCH, PLUS 1/8 INCH. b. DOOR BOTTOMS/SHOES —NGP 319 OR AS SHOWN ON SILL CLOSER 8581 BF BOLTS FB8 OR FB7 CLOSER 8581 BF CLOSING DEVICES: DETAILS AND AS REQUIRED TO SUIT CONDITIONS AT B3 FIRE RATED DOOR: „ 5/8 TYPE X GYP. BD. EACH SIDE OVER METAL STUD. SEE CONCEALED — FLOOR: DORMA BTS 80 SERIES EXTERIOR DOORS. c. HEAD AND JAMB SEALS — NGP 5020 (OR AS REQUIRED TO BUTT HINGES 450 T88 C3 FIRE RAZED DOOR: STUD TABLE FOR SIZE AND a. HYDRAULICALLY CONTROLLED, CEMENT CASE, MAXIMUM DEGREE MEET FIRE LABEL RAT EXTERIOR DOORS AND FIRE TING)) STOP CLOSER W1276 CCS 8581 BF BUTT HINGES STOP 450 T88 W1276 CCS SPACING. DEAD STOP PERMITTED BY TRIM OR ADJACENT STRUCTURE. RATED DOORS. (OMIT AT ALUMINUM FRAMES) BOLTS: SEALS S88 CLOSER 8581 BF PROVIDE SPECIAL PINS, FLOOR PANS, AND LONGER SPINDLES TO d. ASTRAGALS — NGP 178 OR AS SHOWN ON PLANS AND AS 1. MANUAL FLUSH BOLTS: SEALS S88 {' ^� METAL TRACK ACCOMODAIE FLOOR AND JAMB CONDITIONS. REQUIRED TO SUIT CONDITIONS AT INTERIOR DOORS. (SEE a. IVES FB458 OR APPROVED EQUAL. B4 EXTERIOR DOOR: BOLTS FB8 OR FB7 s 3-5/8" METAL STUD NESTED CONCEALED —OVERHEAD: LCN 2030 SERIES OR APPROVED EQUAL. LATCHGUARDS FOR EXTERIOR DOORS) b. LENGTH TO SET AS FOLLOWS: BUTT HINGES 450 T88 ASTRAGAL 357D COR2 {; IN METAL TRACK a. CONCEALED IN TRACK BUMPERS WHERE SCHEDULED. �CHGUARDS: 1. BOTTOM BOLTS 12" STOP W1276 CCS COORDINATOR SURFACE: LCN 1461 SERIES OR APPROVED EQUAL. 1. IVES LG SERIES OR APPROVED EQUAL FOR SINGLE 2. TOP BOLT 12" FOR DOORS TO 84" IN HEIGHT. CLOSER SEALS 8581 BF S88 C4 EXTERIOR DOOR: CLEAR BEAD OF CAULK a. PROVIDE "DS" DESIGNER SERIES COVERS AT ALL DOORS OUTSWING EXTERIOR DOORS. 3. TOP BOLT 12" PLUS ADD 1" FOR EVERY ADDITIONAL INCH OF LATCH GUARD LP2 BUTT HINGES 450 T88 VISIBLE BY THE PUBLIC. (STANDARD COVERS AT MAINTENANCE 2. NGP SP139 SERIES ASTRAGAL OR APPROVED EQUAL FOR DOOR HEIGHT OVER 84 THRESHOLD 200D STOP W1276 CCS ALUMINUM WINDOW FRAME ROOMS ) c. PAIRS OF EXTERIOR HOLLOW METAL DOORS WITHOUT DO NOT USE AT ANY ROOMS NORMALLY OCCUPIED BY PEOPLE. DOOR SHOE 216DV CLOSER 8581 BF MAX. EFFORT TO OPERATE DOORS PANIC HARDWARE. 2. AUTOMATIC FLUSH BOLTS. SEALS S88 a. EXTERIOR DOORS — 5 LBS. KEYING: a. IVES FB30 OR APPROVED EQUAL FOR HOLLOW METAL DOORS BOLTS FB8 OR FB7 357D b. INTERIOR DOORS — 5 LBS. b. IVES FB40 OR APPROVED EQUAL FOR WOOD DOORS. ASTRAGAL DOOR SHOE 216DV SHIM, AS REQUIRED c. FIRE RATED DOORS — 15 LBS. MATCH BUILDING STANDARD OR AS DIRECTED BY OWNER AND. ARCHITECTC. AUTOMATIC FLUSH BOLTS MUST BE USED AT ALL THRESHOLD 200D A CLOSING DEVICE MUST BE USED ON ALL FIRE —RATED DOORS. PAIRS OF FIRE RATED DOORS. C5 BI—PASS DOORS: BY DOOR FIXED GLASS. NOTES DOOR TYPES OT TEMPERED GLAZING -CLEAR GLASS, U.N.O. WINDOW HEAD JAMB & SILL SIM SCALE: 3"= 1'-0" IWIAL-Window head-02 � SEE SHEET AO.1 & AO.2 FOR GENERAL DOOR NOTES 1 3 1 1. REFER TO THE PARTITION PLAN AND SPECIFICATIONS IF PROVIDED FOR ADDITIONAL DOOR INFORMATION. I ; ; 2. ALL DOORS AND FRAMES TO BE PAINTED WITH SEMI -GLOSS PAINT TO MATCH ADJACENT WALL COLOR.{ i 2 if'i' l`` tti '[ — Ix}4 t;t �ril;i ' ' ' 3 N ' .� i ! I`: , 1 '� ' t ' FIXED GLASS. ''i i I i i\i Aiil 1\ SIM. i' 1 t SIM. j 1\i'Mi i rt' i i i\f ji!i SIM. ALUMINUM WINDOW FRAME ; t+' i BACKER ROD SEALANT (; jl __ II jl; 11 ' i� t, ' ' l ' & Iij; ( t ;? CONCRETE SLAB l ; ! _, I i i`,' u FINISH, SEE FINISH PLAN © © o • SHIM AS REQUIRED 9 WINDOW SILL 4 SCALE: 3"= 1'-0" IWIAL-Windowsill-01 Y Of r z w 0 Z w m w U Z w 0 U w 0 a- 0 Of a m m O J w o' w 0 w U 0 z w I- 0 I— F.- 0 of m w m —I J W U Z EL w c- U W 0 z i� W m 0 w x z 0 w Of w m J J U) 0 z ¢ U) z 0 V) z w 0 0 w J ¢ U U) a- O w U z w 0 w 0 w of a w Y J J U) U) z 0 z w Of z m 0 U w Of z w w w Of c� r m f-- 0- w U X w Y o' Of w 0 r z ¢ z 0 0 w U) w m F- 0 Z J 0 z m 0 J ¢ w Li O O a 0 U 0 z I - Of w 0- 0 a- a w I- w of U) Z 0 I- U L� U w a_ V) 0 z W 0 is cu 0� 'R I� E o 2 J 0 0 u N +C)+ Lt 6 •� 3 u � � N .x � O N So to O V I ca iy +u+ c{�t, '� No N O cl d N -- tC 04 .� 6A .� N � CIO v r ro 1290 Ho JE _I.,VED O O LI C APPROVED QAG25215 W Ci f it 13 d IL I I IS O cm J_ Q ', KINI LA W 0 Q UL 2 1 2015 06 PIER01"I" E E W J o W o' T w O_ C�/)� 0 Y m O �v/J I..L ¢ W '0 O ��z of Ow I - w 0 m LLJ U) W N Ln In Q u o PA/PM: A. TASSANI DRAWN BY: C.A.T./T.C. JOB NO.: - SEA15-6048-00 SHEET CAUTION: IF THIS SHEET IS NOT- 30"x42" IT IS A REDUCED PRINT I m 0 m / I 00 0 / 0 U U / 0 s_ U a� U Q / ¢ I x I 0 0 i m 0 I Q W ¢ CU E 0 U 0 / 21 22 23 24 16 MEMBER DEPTH: FLANGE WIDTH: (EXAMPLE: 6" = 600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" N 162 X ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. DEPTH IS THE INSIDE DIMENSION. 600 S 162 - 54 STYLE: MATERIAL THICKNESS: (EXAMPLE: STUD OR JOIST SECTION =S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL=1/1000 THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN S = STUD OR JOIST, T = TRACK, U = CHANNEL, THICKNESS. F = FURRING INTERIOR NON-STRUCTURAL NON -COMPOSITE: (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF U240 250S137-33 12" 13'-10" 250S137-33 16" 12'-2" 250S137 33 24" 11'-0" / //•, / 2505i!i/43%� / /r/ /, r ,; r/' r ; fL50S7�' 3rg,,/ 250S137-54 (50 KSI) 12" 16'-1" 250S137-54 (50 KSI) 16 14'-7" 250S137-54 (50 KSI) 24" 12'-9" / r 77/77 362S137-43 12" 20'-0" 362S137-43 16" 18'-2" 362S137-43 24" n 15, 11 3625137,; 5,4/ (50KS/ %� v 41 / l `362Sj3� �5�•%(50}f/Sf),'�24 �� �/,/i,�''Zii� �, 362S137-68 (50 KSI) 12" 22'-11" 362S137-68 (50 KSI) 16" 20'-10" 362S137-68 (50 KSI) 24" 18'-2" =7 5 / 5 / .362S13 / / 1 40OS137-33 12" 19'-11" 40OS137-33 16" 18'-1" 40OS137-33 24" 15-9" vo*%v / / O00 NOTE: ALL STUD INFORMATION IS BASED ON: CEMCO [CC ES ESR-3016 LIMITING WALL HEIGH 17 SCALE: NONE 20 ONE -HOUR WALL INSTALLA11ON (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF U240 40OS137-54 (50 KSI) 12" 23'-2" 40OS137-54 (50 KSI) 16" 21'-1" 40OS137-54 (50 KSI) 24" 18'-5" '4IIOS137j 68; 0 Sf / /4VA7J�1/iC/���/"��i /%//"fr r/ %j �{^l%�r,�j L�5i�/�� 40OS137-97 (50 KSI) 12" 27'-3" 40OS137-97 (50 KSI) 16" 24'-9" 40OS137 97 (50 KSI) 24" 21' 8" / , 60OS137-43 12" 29'-10" 60OS137-43 16" 27'-2" 60OS137-43 24" 23'-8" 05 54 50; 5 �i 7 1 , , � / / / i � / 6005�37 60OS137-68 (50 KSI) 12" 34'-4" 60OS137-68 (50 KSI) 16" 31'-2" 60OS137-68 (50 KSI) 24" 27'-3" �OOS1 ' 7 =9 50 f�2 / /n 38 /r�XN , , r 60051;37 ;'97 50!KSl , 80OS137-43 12" 37'-6" 80OS137-43 16" 34'-1" 80OS137-43 24" 29'-9" 80;4,5 �6//%�„si 80IIS�37/�54%��O S 4n % /fir//,/ 0XRI SOOS137-68 (50 KSI) 12" 43'-6" 80OS137-68 (50 KSI) 16" 39'-6" 800S137-68 (50 KSI) 24" 34'-6" T TABLE—L/240 IWAMT-Height-table-L_240-CEMCO FIRE EXTINGUISHER CABINET (F VERIFY ROUGH OPENING W/ MFG. IN FIELD. (2) LAYERS 5/8" TYPE "X" GY BEHIND F.E.C. W/ FURRING CHI TO MAINTAIN 1-HR RATING. 5/8" TYPE "X" GYP. BD. TYP. VARIES PER MANUFACTURER. METAL STUDS WHERE OCCUR. NOTE : MOUNT FEC SO HIGHE' . PART OF CABINET OR EXTINGUISHER NON -RATED DOES NOT EXCEED 48" AFF. INSTALLATION FIRE EXTINGUISHER CABINET SCALE: 3"= 1'-0" IFPMI-FEC-01 INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC REPORT ESR-1338: - MAX. METAL STUD SPACING SHALL BE 24" O.C. - MIN. FASTENER SIZE SHALL BE No. 6, 1-1/4" SCREWS - MAX. FASTENER SPACING SHALL BE 12" FIELD & 8" AT EDGES. •a •• I •d . I CEILING LINE K a't d• 14 &BALL FURRING SLAB TO 6" G 4 % , a n d LSE 4-112" N� TAL STUDS WALL TYPE SCALE: 1 /2"=1'-O" �-- 3 i -1� TYP. I . 1 1 I 1 1 1 1 �I NOTES FOR ALL WALLS: • SEE METAL STUD CHART FOR GAUGE. • SEE FLOOR/PARTITION PLAN AND/OR GENERAL NOTES SHEET FOR ANY REQUIRED INSULATION. • ALL WALL STUDS TO BE 3-5/8", U.O.N. • ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. UNDERSIDE OF ROOF OR DECK ABOVE 5 1 51 1 f t 1 z Imo., rs,, :,5 u a Y I I. } rT foll Of PRUN-RATED tJLL HEIGHT JLL HEIGHT LOW WALL ON -RATED .,:A I;' 1 -'A I _ II AR11110N ., HR RATED .,�ON RATED .� PARTITION , a: AR11110N PARTITION 1 PARTITIONS SLAB TO SLAB TO HEIGHT SLAB TO - HEIGHT NOTED SLAB TO _ SLAB TO NOTED (SEE UNDERSIDE OF _.,. _!E; E PLAN ,, NDERSIDE OF UNDERSIDE OF 2 - � PLAN SPECIFIC �:Nx....,=3EILING ROOF OR FLOOR ROOF OR FLOOR a 1 SPECIFIC `4� NOTES j �I i1 • . I OTES DECK ABOVE DECK ABOVE F,d y a z "1 a pF szs a . CI licil "Blv SCHEDULE W = MAX. 100 lb. PER STUD. BACKING DETAIL F SCALE: N.T.S. CEILING LINE 4 NON -RATED PARTITION SLAB TO 6" ABOVE CEILING, U.O.N. (L II FN rg FINISH FLOOR LINE � 5 11 D 11 "Ell ll 1711 11 " n ll - C r v TYP. 16 GA. METAL STUD 16" O.C. @ ALL BACKING STUD TRACKS 16 GA.X6"X1-1 /2" UNPUNCHED METAL TRACK W/LEGS CLIPPED & BENT @ EA. STUD. ATTACH TO EACH STUD W/3(#10) SELF -DRILLING AND SELF -TAPPING SHEET METAL SCREWS (TO MIN. 3 STUDS) EXTEND BACKING 1 BAY BEYOND EDGE OF CABINET / EQUIP. NOTE: DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS OR M ISC. EQUIP . IWAMI-Wall _equip_backing-01 8 WALL AT PERIMETER SCALE: 3"=1'-O" EXISTING EXTERIOR WALL. SEALANT METAL J-MOLD INSULATION WHERE OCCURS. 5/8" TYPE "X" GYP. BD. ON a- METAL FURRING STUDS. o- Uj LLI FOR PARTITION FRAMING, SEE ' V) WALL STUD TABLE & REFERENCED DETAILS. IWACO- Wall _perimeter-01 dnn(z1a)-rd ur)RIZONTAL BRACE. BELOW AND FASTEN WITH (4) #8 SHEET (2 EA. SIDE OF STUD) IYIL 1 /•1L .� i vv rrr%LL, SEE WALL TYPE SCHEDULE HORIZONTAL WALL BRACE 04 r! 11 J�SCALE: NONE IWAMT-Ac-iso-hor_brc-01 WALL BRACE AT PURLIN SCALE: 3" = 1'-0" PARTITION TO 6" ABOV SCALE: 3"= 1'-0" 4" RE @ GYf U.O.N. WALL BASE SCALE: 3"=1'-O" IWAMT-Wall_type_schedule-01 ROOF/FLOOR DECK, SEE STRUCTURAL DRAWINGS PURLIN OR 4x BLOCKING BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS AT 8'-0" O.C. MAX. W/ (2) #10 WOOD SCREWS W/ 1-1/2" MIN. PENETRATION INTO PURLIN IWAMT-Dia_brc_hd_Wd-01 J BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS AT 8'-0" O.C. MAX., MATCH WALL STUD SIZE & GAUGE (3 5/8" 20 GA. MIN.)PROVIDE BENT LEG & FASTEN TO TOP TRACK. MAX LENGTH OF BRACE 25'-0" TOP TRACK SECURED TO WALL BRACE W/ (2) #8 SHEET METAL SCREWS SUSPENDED ACOUSTICAL CEILING, SEE RCP CEILING WALL ANGLE CEILING JOISTS AT HARD -LID CEILING, SEE RCP & CEILING JOISTS TABLE INSULA1ON WHERE OCCURS, SEE WALL TYPE SCHEDULE E CEILING r IWAMT-6ac_hd_dia_brc_ct_h1-01 INSULATION WHERE OCCURS, SEE WALL TYPE SCHEDULE 5/8" GYP. BD. EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SIZE & SPACING (TYPE-X AT FIRE RATED WALLS) LARR # 25889 BOTTOM TRACK WITH WITH POWER -DRIVEN FASTENERS AT 16"O.C. MAX. ICC-ESR-1752 LARR # 22668 #10 SCREWS (TYP.) FINISH FLOOR TOTES: PROVIDE ACOUSTICAL SEALANT OR FIRE CAULKING AT FIRE 'ATED WALLS) AT BOTH SIDES OF TALL BOTTOM. 2. REFERENCE UL# U419 FOR FIRE RATED Lfff S. r z w O F- z w w U z w O U w 0 o_ O rr o_ m 0 w o' LL O w U H O z w 0 c� O m w m J J ¢ a n _J LU o_ w U X w Y o' O_ W O r z Z 0 0 w N w m 0 z J J U) 0 z m O U W o' LL 0 c� n 0 U 0 z o- w n_ 0 of a_ w w z 0 U L� U w o- U) n W ® � N as N E O W � cu is W J O 0 on V N .2 rj) to L �' (U2 z v bo t~ W n V 0 ,--� RS N O O O 4 Lri N it •--r ++ t� �1r •� '� � •� N N � eM � w of 9 O F— pp,, <w ft Q ry Q0 L I— (n W01-1 r�� R VE FOR COCEZ'00UPLIANCE Y APPROVEc w� 5 29 0 11 E Ei11.1 t YO U I A J 1 21 2015 Q W 0 O � w Q � 0 m CO m (If O o ¢ w z o�-j LL af 0 0_ U) U W Lo Ln Q � o 04 PA / PM: A. TASSANI DRAWN BY: C.A.T./T.C. JOB NO.: SEA15-6048-00 SHEET Awn CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT MEMBER DEPTH: FLANGE WIDTH: Y (EXAMPLE: 6" = 600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" - 162 X o M alu ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS 3 �I NOTE: INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. r 1/8" RESILIENT FLOORING PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT DEPTH IS THE INSIDE DIMENSION. < W (VCT, STATIC DISSIPATIVE TILE, LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION WOOD CONDITIONS 600 S 162 - 54 0 EPDXY FLOORING) INDICATED STYLE: MATERIAL THICKNESS: u (EXAMPLE: STUD OR JOIST SECTION =S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL=1/1000 w _ THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE :2 Cz VINYL "CARPET TO RESILIENT THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL � •t� THERMOSTAT 2X SUBPURLIN OR 4X x z 6 < TTHICKNESS HICKNESS. REPRESENTS 95% OF THE DESIGN Ld FLOORING ADAPTOR - � 10 PURLIN OR GLB � S = STUD OR JOIST, T = TRACK, U =CHANNEL, JOHNSONITE CTA-XX-A, 1/4" ; " LIGHT SWITCH AND/OR _ F = FURRING CARPET TO 1/8" RESILIENT j SENSOR '' CEILING SPAN TABLE NOTES: C FLOORING ,' I WOOD 1. VALUES ARE FOR SINGLE SPANS. = U 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. ~ i CONNECTION ® CENTERLINE o 0 CARPET MEMBER 3. FOR FULLY BRACED CEILINGS, USE MID -SPAN BRACED VALUES. OF LIGHT 4. END BEARING LENGTH = 1» MINIMUM. o SWITCH/SENSOR 3 TURNS 13 PSF Cu ::....::. - NOTES: o x LATERAL SUPPORT OF COMPRESSION FLANGE m � Q VERTICAL WIRE UNSUPPORTED MID -SPAN ° HANGER-300# MIN. 1. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL JOIST SPACING (IN.) O.C. JOIST SPACING (IN.) O.C. J d ° 1 OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 LBS. PER S.F. SECTION: (MIL) 12" 16" 24" 12" 16" 24" < ° \ f n f fr r » r " f ff f n m Q 4 3625125 18 6 9 e 6 2 e 5 7 e 8 11 e 7 11 e 6 7 e 2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C. » n » ¢ .J CHANGES. 3625125 27 7 9 7 2 6 6 10 5 9 5 8 3 f » f » r » f n r » f » 362S125 30 8 0 7 5 6 8 10 9 9 9 8 6 3. IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. ow � f » f " , » , n f » r » 2X SUBPURLIN OR 4X 362S125 33 8 3 7 8 6 10 11 2 10 1 8 10 0 0 PURLIN OR GLB f , f " If » » » 0 362S125 43 9 1 8 4 7 6 12 1 11 0 9 7 z Ti ;� 2'i/ /Bfi�Qn! /3,/ /. s,j, 0/117 /9/lixx, � "e bo CARPET TO RESILIENT FLOORING LT. SWITCH / T-STAT INSTALLATION W°0D LATERAL FORCE BRACING 62537 %�'� �.0 o N SCALE: FULL IFLTR-Car et_resilient_floor_01 21 SCALE: 3 8"=1'-O" IMIMI-Li ht_switch_T_stat-02 1 6 SCALE: N.T.S. ICEAC-Lateral_force_brocin SEA / / / / / / p / 9 � � / �/ i% r/'n, � �ir' % t n - �/'rn / r rr';/ //f 'si � t�C 9 �j3628a;37 �9 T1�,6iT CONNECTION ® CENTERLINE f " , » r » n r » ' fr MEMBER 362S162 33 10 9" 9 '11 " 8' 11' 12' 3„ 11' 1'f 9 '8 n o bo 3625162 43 11 8 10 9 9 8 13 4 12 1 10 7 m o 3 TURNS a� a, 00 DOOR JAMB _ 8n OOSrY ` ��/�2 � j8' D'�/'� j5� /�6�,� iT1 %, i2 ! %B�r9" m 00 io % flflS125'_/.i 0, , , j8 3% / / / m bn o N L� a VERTICAL WIRE WALL / / » / » / / n a, /, ra T //7/�/6�fl �1 j10 /T /9� J V.C.T. OR SIM. (S.D.T./EPDXY HANGER-200# MIN. j409S12 �/ !i� 3'� j8�6! /�T ,� i'7 ",! '/�i2� 0'� 0' -11 /.9 j6"�. � N FLOORING SIDELITE / / / / / . / - - - - -? DOOR IN OPEN O ATTACHED WALL o0S125// �43 / 8 �7 �i i� 11 , .1 a \ 40OS137 27 9' 1" 8' 5" 7' 7 11' 10" 10' 9" 9' 5"e POSITION [� MOLDING REQ. ADAPTOR JOHNSONITE oc CTA-XX-Z, 1/8 RESILIENT 40OS137 33 9' 8" 8' 11" 8' 1" 12' 7" 11' 5" 10' 0" Ln MATERIAL TO .08" RESILIENT j 3/4" IN. AT \ \ 40OS137 43 10' 6" 9' 8" 8' 8" 13' 9" 12' 6" 10' 11" o MATERIAL 2" MIN. \ � 40OS162 33 11' 0" 10' 3" 9' 2" 13' 3" 12' 0" 10' 6" Z PARTIAL PLAN WALLS ACRED Q 2 MIN. 40OS162 43 11' 11" 11' 1" 9' 11" 14' 5" 13' 1" 11' 5" w U THERMOSTAT 2X6 MIN. SUBPURLIN OR 4X SHEET VINYL " " " n » " V) I PURLIN OR GLB 600S125 27 9 1 e 8 5 e 7 7 e 13 2 e 12 2 e 10 9 e m t- 0 8„ 60OS125 30 9' 4" 8' 8" 7' 10" 13' 6" 12' 6" 11' 2"e 3 $ MF,OF LIGHT SWITCH/SENSOR ___ 600S125 33 9 7 8 11 8 0 13 10 12 10 11 7 f » f f f n f » , » f » W•: .2 5 16 X2 LAG SCREWS } O / WALL UNATTACHED WALL f " " " ° ( o X MOLDING REQ. 60OS125 43 10 5 9 7 8 7 14 11 13 10 12 5 zo �t Q< °• d ° - I < NOTE: ; , , - / , , , ��� ;: ,�� �; r „�/ . " / ," „ �r , s o ° ° d q i �+ PROVIDE METAL BLOCKING BETWEEN MTL STUD VERTICAL BRACE %6OOS1�37�j �/33j;1 D 10 /1p /9�); !,5//, ,!14 j7 / j13 �1;,e; o 0 STUDS TO MOUNT LIGHT SIZE PER CHART DETAIL 1, �j �� / % % ����' fly; 0'%/g/ %6�' �}»_; r5�8"� //'4`�� `` SPREADER BAR OR EQUAL TO /6 DSt-37� SWITCH/SENSOR & THERMOSTAT AT KEEP PERIMETER COMPONENTS�� �����/ w ` f » f n f » f n r » r » Lu DIMENSION INDICATED FROM SPREADING APART 600S162 33 12 5 11 6 10 4 18 0 16 6 14 5 e w ' 60OS162 43 13' 4" 12' 4" 11' 1" 19' 3" 17' 11" 15' 8" °' 3/4 MIN. AT � J q 2" MIN. UNATTACHED WALLS �0�� NOTE: ALL JOIST INFORMATION IS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION < (OR @GLASS FRONT) (SSMA) ICBO#ER-4943P (n V.C.T. TO SHEET VINYL LT. SWITCH / T-STAT SIDELITE ATTACHMENTS(WOOD DECK NOTES: ALLOWABLE CEILING SPANS - L/360 z % SCALE: NONE ICEMT-Allowable. an-L360 2 0 SCALE: FULL IFLTR-Resilient_resilient-02 22 SCALE: 3/8"=1'-O" IMIMI-Light_switch_T_stat-01 1 I SCALE: N.T.S. ICEWC-Wire_conn_wd-SEA 1 2 WALL MOLDINGS: p 00 1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL N FLANGE 2 INCHES WIDE, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE o • THREADED ROD TO SLIDE. SEISMIC BRACING PERSPECTIVE o J 1. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, 0 1/8" RESILIENT FLOORING* SINGLE GANG ELECTRICAL PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE w o' OUTLET MOUNTED TOANGLE> UNISTRUT o Q 2. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED ,�, METHOD) SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE z UNISTRUT COUNTER SLOPE/SPLAYED w ADAPTOR JOHNSONITE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE o ry 00 rr SEISMIC BRACING WIRE w CTA-XX-N, 1/8 RESILIENT ARE DEEMED TO BE EQUIVALENT TO WALLS. THERE SHALL BE A MINIMUM 3/4 CLEARANCE c> 00 MATERIAL TO 1/8" RESILIENT _ PEERLESS ADJUSTABLE FROM THE END OF THE GRID SYSTEM AT UN -ATTACHED WALLS. ATTACHMENT, SEE MATERIAL of ¢ POLE (BY A.V. VENDOR) ATTACHMENT DETAILS THIS 00 j SHEET Y w � SPREADER BARS: < W.F. V.I.F. � I- 1/8" RESILIENT FLOORING* m FINISHED cEluNc FINISHED CEILING PERIMETER HANGER WIRE 1. SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS CEILING BRACING AND CROSS BARS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. _ CHIEF CEILING RING (BY PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. N I- A.V. VENDOR) } (- 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED COUNTER SLOPE/SPLAYED o J ° * V) >= TYPES OF RESILIENT U 32 L.E.D. FLAT SCREEN - - ' _ _ DIRECTLY TO CLOSURE ANGLES. SEISMIC BRACING WIRE ATTACHMENT w ° 4 ° ' ° FLOORING TO INCLUDE: I __ d 4 : - VCT 18B j .. _._._.............__.. ;.__.-- - 3. WIRE TYING IS ACCEPTABLE ALTERNAl1VE TO SPREADER BARS. o [=== .......... . - STATIC DISSIPATIVE TILE _ MAX. RECOMMENDED LENGTH FOR VERTICAL. BRACING -VERTICAL STRUT MAY BE EMT CONDUIT, z - EPDXY FLOORING __. _ 4. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 METAL STUDS OR PROPRIETARY COMPRESSION POST. INCHES OF THE PERIMETER WALL. CEILINGS W/ PLENUMS <12" DO NOT REQUIRE LATERAL FORCE BRACING. �= Q -18A' -18B- - - 5. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, *PROVIDE ENGINEERING IF PLENUM > 11'-O" m 3/4" MIN. FLANGE PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. COMPRESSION STRUT INSTALLATION Q POP RIVET EMT: RESILIENT TO RESILIENT FLOORING QNOME MOUNTING DETAIL Q SPREADER BAR & WALL MOLDING ELECTRICAL METALLIC TUBING u SCALE: FULL IFLTR-Resilient_resilient-01 23 SCALE: 3/4"=1'-O" DETAIL- Section _Qnome_Mtg_IBC 18 SCALE: N.T.S. ICEAC-Wall-SEA 6 r/1 1 /2" TO 5'-10" V J EXISTING SLAB TO REMAIN. 3/4" TO 7'-8" 3 #4 REBAR ® 12" O.C. NOTES: 1" TO 9'-9" u ALTERNATE SIDES. co w 1. FOR CEILING AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL NEW CONCRETE TO MATCH HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS STEEL STUDS a EXISTING CONCRETE ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND SAW -CUT AND REMOVE PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. 1-5/8 X 20 GA. TO 12'-0" m EXISTING SLAB AS REQUIRED. DBL 1-5/8 X 20 GA TO 15'-0" w 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE 0 REPLACE BASE TO MATCH DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS 2-1/2" X 20 GA TO 13'-6" w 6„ EXISTING MATERIAL AND REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED DBL 2-1 2" X 20 GA TO 15'-O" � COMPACTION. REPLACE ALL DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE / o 4" VAPOR BARRIERS. MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. � U) t SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO w n 3. IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER c`' <2500 SF BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL �, & AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF o w EXCEED A MINIMUM OF 6" ABOVE THE LEVEL PLANE OF THE GRID AND SHALL BE PLUMB 1/6 I THE CLG. HANGER WIRES SHALL BE 12 GA. &4' O.C. OR 10 Z J � I INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A A POINT i i GA. & 5' O.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE _I I I_I I_I AT LEAVE LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY �, I „� MUST BE SUPPORTED WITHIN 8" OF EA. WALL. o _� I = i II I-III=III=III III -I I I I I_ I SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. �I o u 12 GA. HANGER WIRE SPACED w W -III-IIII I I -III III I ' 2. OTHER THAN PARTITIONS AND SOFFITS, SEIMIC JOINTS MAY NOT BE USED AS PART OF 4' O.C. ALL WIRE TIES TO BE 0 A FIRE RATED CELING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS 3 TIGHT TURNS AROUND m N I-� I DRILL 3/4" DIAMETER HOLE PROVIDED. m 00 MAX. 45' ANGLE MAX. 45' ANGLE ITSELF WITHIN 3 INCHES. ~o w INTO EXISTING CONCRETE & < „ » 8" MAX OPTIONAL VERICAL BRACING z O I- �I POR-ROK �Q� SHALL BE 12' O.0 (MAX) AND < o BEGIN < 6' FROM WALLS -SEE < W o BACK FILL TO BE CONCRETE SLURRY OR 95% COMPACTED z C° �� CHART FOR SIZES AND VERIFY �' oNo SAND LOCAL CODE REQ. VERT. Z Q <I STRUTS MUST BE POSITIVELY 00 SAW -CUT CONCRETE SLAB REPAIR SEISMIC SEPARATION JOINT I ATTACHED TO THE SUSPENSION � T o C14 SYSTEM AND THE STRUCTURE o 24 Lu SCALE: 1-1/2"=1'-0" IFLMI=Saw_cut_conc_slab_repair-01 1 SCALE: N.T.S. ICEAC-Seismic_separation-SEA ABOVE (WHEN USED.) a V x LAT. FORCE BRACING 4 EA. m V) " E FULL HEIGHT P " < Lu Y m of w o < 12 GA. WIRE SECURED TO o z LL- v EXISTING STRUCTURE USE METAL STUDS 24 O.C. O v; MAIN RUNNER WITHIN 2'-0- a (3) #8 SCREWS AT ABOVE MAX. MATCH WALL STUD, DEMISING DLTO 06 < � \ TO EACH STUD DROP. NOTES: �t OF CROSS TEE AND SPLAYED w w o SIZE &GAUGE o > z 0 „ 90' FROM EA. OTHER @ (� w w < + EXISi1NG STRUCTURE S UC VE 2 " z 0 ABOVE 2 1. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING 2" 12 -0 O.C. BOTH DIRECTIONS = z w °� 2"x2"x6" 16 WIRES ARE PROVIDED. WIRE AND TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 W/ FIRST POINT WITHIN 4'-0" " w ~ " ACOUSTICALCEID GA: ANGLE INCHES. FROM EA. WALL � `` w w 3-5/8" METAL STUD .I < ® 8'-0• MAX O.C. CEILING TILE ' CLIP. SHOT o o a WITH (3)8 scREws TO CONCRETE AT EACH STUD. WITH WALL 2. HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4 FEET ON CENTER OR 10 GAUGE MAIN BEAM W Cn > > < (E) FULL HEIGHT WALL. NOTES: CROSS TEE Z V N ui ui DEMISING WALL TO ANGLE SPACED 5 O.C. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE 0I BE ANCHORED TO SCREWED TO CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. < SNCTURE ABOVE METAL STUD 1. CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL 3 3-5/8' METAL STUDiiimiiiiiiiiiiiiiiiiiillillillillillillI + + 3. POWDER DRIVEN SHOT ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING w w j� + 2 1/2" 20 WIRES.TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENT. o Q r oN T T GA. METAL INCHES OF EACH WALL WITH A PERIMETER WIRE. 2. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND c SPLAY WIRES. ao U STUD, 48 x O.C., TYP. 4. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A 3. FOR CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILNG TO THE of 21/2.20 P4 TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT STRUCTURAL SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED. w o GA. METAL r ,2 1/2" SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK TO BACK 1 1/2" 4. LATERAL FORCES. BRACES SHALL BE 12' O.C. (MAX) AND BEGIN NO FURTHER THAN 6' FROMIr y � oc�'TrP. 1 -0 METAL STUD, COLD -ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. WALLS. o TYP. 5. SEISMIC SPLAY WIRES ARE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A z PA / PM: A. TASSANI C° METAL STUD, F1 „ „ 5. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING MANNER THAT THEY CAN SUPPORT A.DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR �• TYPE X TYPE •x• - GYPSUM 200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. THE ACTUAL DESIGN LOAD WITH A FACTOR OF 2, WHICHEVER IS GREATER. DRAWN BY: C.A.T./T.C. _ GYPSUM +- BOARD TAPE SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. 6. POWDER DRIVEN SHOT -IN -ANCHORS WHEN USED FOR SEISMIC APPLICATIONS ARE PART OF A t° AND FINISH TAPED � + + AND FINISH PRESCRIPTIVE PATH IN SEISMIC APPLICATIONS CAT. D, "E, AND F, AND SHALL HAVE AN JOB NO.: SEA15-604BOARD 8-00 SMOOTH FOR ICC-ES APPROVAL AND REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF v, SMOOTH FOR >_: ,, . _<.,..:...... ,... >.:.. _ e-• f a GLOSS PAINT OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER W►Rd3ss��;a, o FlNISH. V GLOSS PAINT WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE KQtTAVTMwj ILA ¢ SHEET a W FINISH. REQUIREMENT. cn EQ EQ WHERE OCCURRS N SEE PLAN 7. RIGID BRACING MAY BE USED IN LIEU OF SPLAY ES. 2 LIGHT FIXTURE, -0 SOFFIT DETAIL COVE SOFFIT WHEREOCCURS HANGER(SUSPENSION)WIRES SUSPENDED CEILIN G' 25 ALE: "=1'-0" 20 SCALE: 1-1/2" = 1'-jb" ICEGB-Soffit_cove_01 15 SCALE: N.T.S. ICEWC-Wire-SEA SCALE: N.T.S. ertical_ w X