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Home My WebLink AboutPermit D16-0043 - SCRUBS & BEYOND - REMODELSCRUBS AND BEYOND 17340 SOUTHCENTER PKWY D16-0043 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 DEVELOPMENT PERMIT Parcel No: 2623049110 Permit Number: D16-0043 Address: 17340 SOUTHCENTER PKWY Issue Date: 6/14/2016 Permit Expires On: 12/11/2016 Project Name: SCRUBS & BEYOND Owner: 2012 National Electrical Code: Name: KIR TUKWILA 050 LLC 2012 Address: 3333 NEW HYDE PARK RD #100 C/O International Mechanical Code Edition: 2012 KIMCO REALTY CORP, PO BOX 5020 2014 Uniform Plumbing Code Edition: NEW HYDE PK, MO, 11042 WA State Energy Code: Contact Person: International Fuel Gas Code: 2012 Name: STEVEN SUCH Phone: (314) 856-9030 Address: 12969 MANCHESTER ROAD, ST LOUIS, MO, 63131 Contractor: Name: RETAIL CONTRACTING GROUP INC Phone: (612) 326-5088 Address: 33671820 AVE, ELLENDALE, MN, 56026 License No: RETAICG85SON Expiration Date: 9/15/2017 Lender: Name: SCRUBS AND BEYOND Address: 12969 MANCHESTER RD, SAINT LOUIS, MO, 63131 DESCRIPTION OF WORK: INTERIOR REMODEL INCLUDING NEW FIXTURES AND FINISHES, NEW DRESSING ROOMS, DRINKING FOUNTAIN, MOPSINK, TRACK LIGHTING & PENDANT LIGHTING. Project Valuation: $73,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $2,108.50 Occupancy per IBC: Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA 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 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Storm Drainage: Street Use: Water Main Extension: Water Meter: No � ) o Permit Center Authorized Signature: �.1/—�J�/�-� (/ Date:�� 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 attached to this permit. Signatu Print Name: /_� ov,) ► 144' &,;-1 L - Date: Co ` 14 �1 (4: 2 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: 4: 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) 1: 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) 2: 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 minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT' shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 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: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 34: 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. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: 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. 37: 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. 38: 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). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 41: 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. 42: 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" 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 4046 SI-EPDXY/EXP CONC 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department • Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 httg-,//www.Tukwi]aWA.gov Building Permit No. Project No. , n Date Application Accepted: (1 HN Date Application Expires; NIP (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: Site Address: 17340 SOUTHCENTER PARKWAY Suite Number: Floor: Tenant Name: SCRUBS AND BEYOND New Tenant: m .....Yes ❑ ..No PROPERTY OWNER Name: CARMEN DECKER Address: 4065 FACTORIA MALL SE, F-10 City: BELLEVUE State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: JIM TUSING Address: 12969 MANCHESTER ROAD City: ST. LOUIS State: MO Zip: 63131 Phone: (314) 856-9155 Fax: (314) 890-3978 Email: jtusing@scrubsandbeyond.com GENERAL CONTRACTOR INFORMATION Company Name: TBD -OUT FORBID Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: WAppliatimuffomo-Applications On Ltn02011 AppliatiomTern it Application Revised - &9-11 do= Revised: August 1011 bb ARCHITECT OF RECORD Company Name: BARRY J. GREENBERG Architect Name: BARRY J. GREENBERG Address: 2710 SUTTON BLVD City: ST. LOUIS State: MO Zip: 63143 Phone: (314) 644-1234 Fax: (314) 644-4373 Email: abley@adg-stl.com ENGINEER OF RECORD Company Name: JOHN M. BRUNS Engineer Name: JOHN M. BRUNS Address: 2710 SUTTON BLVD City: ST. LOUIS State: MO Zip: 63143 Phone: (314) 644-1234 Fax: (314) 644-4373 Email:.jbruns@adg-stl.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: S GPS -S Address: 1 ZQ &q City ---s v,3T L.CJAAS State: M L55 :f )� Page] of 4 I BUILDING PERMIT INFORMATION — 206-431-3670 1 Valuation of Project (contractor's bid price): S 73,500 Existing Building Valuation: S Describe the scope of work (please provide detailed information): INTERIOR REMODEL INCLUDING NEW FIXTURES AND FINISHES, NEW DRESSING ROOMS, DRINKING FOUNTAIN, MOPSINK, TRACK LIGHTING & PENDANT LIGHTING. NO CHANGE TO EXISTING SPRINKLER SYSTEM. Will there be new rack storage? ❑..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: "Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS - 0 ....... ATERIALS:m....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None rjJ .......Other (specify) EXST SPRKLR Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes 0 .......No If "yes, attach list of materials and storage locations on a separate 8-112 " x I I " paper including quantities and Material Safety Data Sheets. SEPTICS SEM ❑....... 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\Form Applicatiom On Line\2011 ApplicationsTern it Application Revised - 8-9-ILdoca Revised: August 2011 Page 2 of 4 bh Exishng Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC V Floor 3,880 2 Floor Yd Floor Floors thru Basement Accessory Structure" Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: "Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS - 0 ....... ATERIALS:m....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None rjJ .......Other (specify) EXST SPRKLR Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes 0 .......No If "yes, attach list of materials and storage locations on a separate 8-112 " x I I " paper including quantities and Material Safety Data Sheets. SEPTICS SEM ❑....... 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\Form Applicatiom On Line\2011 ApplicationsTern it Application Revised - 8-9-ILdoca Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 1 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑... Valley View ❑ .. Renton E] .. Seattle []...Sewer Use Certificate ❑... Sewer Availability Provided Sc tic stem: Fl 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 ann ❑ ...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) Proposed Activities (mark boxes that x221): ❑ ...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 11 ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding []...Deduct Water Meter Size FINANCE. INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: _ City State Zip MApplialionsWorr s-Applicalions On Line12011 ApplicationAPermil Application Revised - 8-9.1 t,doex Revised: August 2011 Page 3 of 4 bb PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PFNALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING JVNER OR AUTHORIZED AGENT: Print NamL: -y' Date: d—ibl, Day Telephone: 31/• tfL • V SS Mailing Address: 41 __-___ _ _ S_± /""o It'? -C-7/s/ City State Zip H:%ApplioatiomlFmntt-Applications On Line1201 I ApplieationsWennit Apphotion Revised - 8-9.11 dor Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $1,304.03 D16-0043 Address: 17340 SOUTHCENTER PKWY Apn: 2623049110 $1,304.03 DEVELOPMENT $1,242.15 PERMIT FEE R000.322.100.00.00 0.00 $1,237.65 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $61.88 TECHNOLOGY FEE TOTAL/ R8732 R000.322.900.04.00 0.00 $61.88 1' 1 Date Paid: Tuesday, June 14, 2016 Paid By: KENNETH PRITCHARD Pay Method: CREDIT CARD 00689G Printed: Tuesday, June 14, 2016 11:24 AM 1 of 1 " � SYSTEMS Date Paid: Wednesday, February 17, 2016 Paid By: ARCHITECTURAL DESIGN Pay Method: CHECK 31853 Printed: Wednesday, February 17, 2016 12:48 PM 1 of 1 (rTr f SYSTEMS INSPECTION RECORD Retain a copy with permit p (b -Coq INS CTION 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* ct, Type o mcio • Ad�ire�C• a 1 f t c� r I� Date Calle Special 1 suuctions: Date Wapte d: � � �� p.m• Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. Inspector: Date: /!L�1-10 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 w0�1 �� I CTION 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:r"V� C Type f I��ctio :( A dress: �l 6 jo K f ,C* Da e Calle Special Instructions: i� ate anted: a.m. 2-7 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �f U Retain a copy with permit bl6 �Ud l 3 INSPECTION NO. ✓- . PERMIT NO. CITY OF TUKWILA BUILDING 6 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43.1-367 Permit Inspection Request Line (206) 438-9350 CK� -V1, . L pr9Jec�` j' � Type of Inspectio Address;o Date a ed: pecial ln(struVions: nn Date Wante : a.m. p.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I j. INSPECTION RECORD Retain a copy with permit NI-00q5T I ECTION 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 ProC S tk Type of Inspecti TMs G W Date Called: Special(Instructions: Date Wanted: / a.m. Requester: Phone No: Approved per applicable codes. R1 Corrections required prior to approval. COMMENTS: �C) n Inspector: � Date,1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD, Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT ?nti-1;71;-44n7 Project: Type of Inspection: Address: Contad Person: Suite #: Pre -Fire: Special Instructions: Phone No.: UApproved per applicable codes. F� Corrections required prior to approval. COMMENTS: Inspecto Date: Hrs.: 44 $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 Name: Address: Ci State: Zi Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Inspecto Date: Hrs.: 44 $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 Name: Address: Ci State: Zi Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto Date: Hrs.: 44 $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 Name: Address: Ci State: Zi Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD �\N \ - CXD -4 Retain a copy with permit INSPECTION NUMBER i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Contact Person: Suite #: j Pre -Fire: Permits: Occupancy Type: Special Instructions: I Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: (p /,, -7 % 1 �� Hrs.: �_ G ❑ $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 Bill Rambo From: Alex Bley <abley@adg-stl.com> Sent: Wednesday, June 08, 2016 1:34 PM To: Bill Rambo Cc: Steve Such Subject: Contact information change for Permit Application number D16-0043 an Please replace Jim Tusing, who is no longer with Scrubs & Beyond, as the contact with Steve Such. Here is his contact information: Steven Such Construction Manager Scrubs & Beyond, LLC 12969 Manchester Road St. Louis, MO 63131 Phone: 314-856-9030 Fax: 314-890-3978 Cell: 314-239-0117 www.scrubsandbeyond.com Thank you, ALEXANDER I BLEY a LEED AP a Project Manager �{ In-'� I, � M 2710 Sukio.n 5oulevard [3[]E3E71q[] SE. Louis. Missouri 63143 Lw"v 38& -if 1. Cc ra ARGI41TECTURAL P:: 31A.644.123, 4 OrIS.IGN-r GUILD F�; 374.644.d373 RECEIVED CITY OF TUKWILA JUN 0 8 2016 PERMIT CENTE-A ■raNmk ■Dgrq■ B A R R Y• J A Y GREENBERG A R C H I T E C T RE: Correction Letter #1 Development Permit Application Number D16-0043 Scrubs & Beyond —17340 Southcenter Parkway Bill Rambo Permit Technician City of Tukwilla Department of Community Development 2016.431.3655 (Phone) Mr. Rambo, We have provided a response to your comments received March 4, 2016: 1. Provide means of egress plan for an "M" occupancy type clarification that specifically shows minimum 36 inch wide accessible exit access paths that lead to designated emergency exits. Access to the 36 inch wide common path of egress travel shall not exceed 30 feet from any point in the merchandise pad. Specified egress paths shall be the ones to be inspected for egress illumination requirements. (IBC Group M 1017.2, 1017.3, & 1017.4) — BJG Response: Provided path of egress delineation on sheet A2.0. 2. The plan specifies 4000 lb. concrete to fill the trench shown on the plan. Concrete over 2500 lb. would require special inspections especially if the floor is a structural slab. Please clarify if this is the intent and provide the special inspections. Otherwise revise the concrete strength. Also specify the type of epoxy for the rebar. BJG Response: Concrete specification has been revised to 2500 psi and epoxy specification has been included. 3. Show an accessible check writing surface provided at the checkout counter 28 inches minimum and 34 inches maximum in height above the floor (2009 ANSI 902.4 & 904.4.3). BJG Response: Detail 4 & 5 on sheet A2.0 have been revised to show a check writing counter at 33" A.F.F. Thank you, Alex J. Bley CORRECTION LTR#--f- b l 110- 00 K3 RECEIVED CITY OF TUKWILA JUN 03 2016 PERMIT CENTER 2710 Sutton Boulevard ■ Saint Louis, Missouri 63143 • P:: 314.644.1234 F:: 314.644.4373 0 www.adg-stl.com City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director March 04, 2016 JIM TUSING 12969 MANCHESTER ROAD ST LOUIS, MO 63131 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0043 SCRUBS & BEYOND - 17340 SOUTHCENTER PARKWAY Dear JIM TUSING, 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 11x]7 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) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide means of egress plan for an "M" occupancy type classification that specifically shows minimum 36 inch wide accessible exit access paths that lead to designated emergency exits. Access to the 36 inch wide common path of egress travel shall not exceed 30 feet from any point in the merchandise pad. Specified egress paths shall be the ones to be inspected for egress illumination requirements. (IBC Group M 1017.2, 1017.3 & 1017.4) 2. The plan specifies 4000 lb. concrete to fill the trench shown on the plan. Concrete over 2500 lb. would require special inspections especially if the floor is a structural slab. Please clarify if this is the intent and provide the special inspections. Otherwise revise the concrete strength. Also specify the type of epoxy for the rebar. 3. Show an accessible check writing surface provided at the checkout counter 28 inches minimum and 34 inches maximum in height above the floor. (2009 ANSI 902.4 & 904.4.3) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 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 9 Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at (206)431-3655. Sincerely, 1MM-M-1/ Bill Rambo Permit Technician File No. D16-0043 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY, PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0043 DATE: 06/03/16 PROJECT NAME: SCRUBS AND BEYOND SITE ADDRESS: 17340 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Pennit Issued DEPARTMENTS: Aa awe 11 Building Division V Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 06/07/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/05/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Perjnit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0043 DATE: 02/17/16 PROJECT NAME: SCRUBS AND BEYOND SITE ADDRESS: 17340 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter #, DEPARTMENTS: AT Gw Q - Building Divisi n Revision # before Permit Issued Revision # after Permit Issued At/\ Awc Fire Prevention Planning Division No T �);-L Pr,uubl ` Worlds Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 02/18/16 Not Applicable ❑ Structural Review Required ❑ (no approvallreview required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/17/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only I CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/19/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206431-3665 Web site: hltp:%j►uw.ct.iukwila:waus REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: April 18, 2016 Plan ChecWPermit Number: D 16-0043 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1_ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ;Scrubs and Beyond Project Address: 17340 Southcenter Pk Contact Person: Alex J. Bley Phone Number: 314-644-1234 Summary of Revision: Provided path of egress delineation on sheet A2.0. Concrete specification has been revised to 2500 psi and epoxy specification has been included. Detail 4 & 5 on sheet A2.0 have been revised to show a check writing counter at 33" A F.F. JUN 03 2016 Sheet Number(s): D1.0, A1.0, & A2.0 PERMffeENTER "Cloud" or highlight all areas of revision including date of revision c Received at the City of Tukwila Permit Center by: r1l, Entered in TRAKiT on, 10 app ications orms-app ications on lineVevision su mttta Created: 8-13-2004 Revised: Retail Contracting Group Inc Home Espanol Contact Safety & Health Claims & Insurance 0111*4 Washington State Department of "Labor & Industries Retail Contracting Group Inc Owner or tradesperson 33671 820th Ave ELLENDALE, MN 56026 Principals 612-326-5088 Pritchard, Kenneth Lawrence, DIRECTOR Bowman, Michael William, DIRECTOR Doing business as Retail Contracting Group Inc WA UBI No. Business type 603 534 725 Corporation Governing persons KENNETH Page 1 of 2 ,Search L&I e.y A-7lndex Help Ky L&I Workplace Rights Trades & Licensing PRITCHARD MICHAEL BOWMAN, License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Co.ntrac.....tor. Active. ._................. Meets current requirements. License specialties GENERAL License no. RETAICG855ON Effective — expiration 09/15/2015— 09/15/2017 Bond ................. Wesco Insurance Co $12,000.00 Bond account no. 46WBO68069 Received by L&1 Effective date 09/15/2015 09/14/2015 Expiration date Until Canceled Insurance ............ _ ................. West Bend Mutual $1,000,000.00 Policy no. 2124476 Received by L&I Effective date 09/15/2015 08/15/2015 Expiration date 08/15/2016 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603534725&LIC=RETAICG855ON&SAW= 6/14/2016 Retail Contracting Group Inc No lawsuits against the bond or savings accow uring the previous 6 year period. L&I Tax debts .......................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums L&I Account ID 566,516-00 Call M account representative for account status. Doing business as RETAIL CONTRACTING GROUP INC Estimated workers reported Incomplete premium report received. L&I account representative Collections Dialer Unit, 800-301-1826 - Email: dialercollections@Lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Page 2 of 2 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603534725&LIC=RETAICG855ON&SAW= 6/14/2016 RESPONSIBILITY SCHEDULE SCOPE OF WORK EXISTING BY LANDLORD BY TENANT'S GC TENANENDORS IFURNIESH NIA REMARKS FURNISH INSTALL FURNISH INSTALL SUBMIT COPIES TO S&B INSTALL DIVISION 1: GENERAL CONDITIONS SQUARE FT. CALCULATION MISCELLANEOUS SIGNAGE FIRE EXTINGUISHERS DIVISION 11: EQUIPMENT AUDIO / VISUAL WIRING & COMPONENTS TELEPHONE: DATA CONDUIT PERMITS ® 101.83 79% CERTIFICATES OF INSURANCE ® DEMOLITION: FLOOR TRENCHING AT CASHWRAP SUBMIT COPIES TO S&B PUNCHLIST 3880 SQ. FT. ® ® AS -BUILT DRAWINGS ® DIVISION 5: METALS FURNISH FINAL COPIES TO S&B CERTIFICATE OF OCCUPANCY ® ® FURNISH FINAL COPIES TO S&B WAIVERS OF LIEN /WARRANTIES ® ® MUST INDICATE PAYMENT IN FULL & WARRANTY PRESCRIBED BY S&B UTILITY ACCOUNT SETUP AS APPLICABLE PER LEASE ® ® S&B TO ARRANGE ELECTRICAL SERVICE & PAY FEES TO UTILITY CO, WEEKLY PROGRESS REPORT/ PHOTOS ® ® DIVISION 2- FXISTING CONDITIONS SLATWALL DIVISION 6: WOODS & PLASTICS T.G.C. TO PROVIDE FINAL CLEANUP PRIOR TO DATE OF CONST. TURNOVER & DAY BEFORE STORE OPENING - COORD. DATE WITH S&B DEMOLITION: GENERAL SQUARE FT. CALCULATION MISCELLANEOUS SIGNAGE FIRE EXTINGUISHERS DIVISION 11: EQUIPMENT AUDIO / VISUAL WIRING & COMPONENTS TELEPHONE: DATA CONDUIT 6 ® 101.83 79% NON SALES AREA AS SHOWN ON D1.0 DEMOLITION: FLOOR TRENCHING AT CASHWRAP 21% TELEPHONE: DATA WIRE 3880 SQ. FT. ® ® DIVISION 5: METALS T.G.C. TO TRENCH FLOOR FOR NEW CASHWRAP REMOVAL OF A.C.M. POS / REGISTERS DIVISION 12: FURNISHINGS & ACCESSORIES STORE FIXTURES & HARDWARE 41) DEMISING PARTITIONS: FRAMING INTERIOR PARTITIONS: FRAMING CASHWRAP ® AS APPLICABLE PER LEASE PROFESSIONAL CLEANING FITTING ROOM BENCH & GRID ® ® SLATWALL DIVISION 6: WOODS & PLASTICS T.G.C. TO PROVIDE FINAL CLEANUP PRIOR TO DATE OF CONST. TURNOVER & DAY BEFORE STORE OPENING - COORD. DATE WITH S&B DIVISION 3: CONCRETE SQUARE FT. CALCULATION MISCELLANEOUS SIGNAGE FIRE EXTINGUISHERS DIVISION 11: EQUIPMENT AUDIO / VISUAL WIRING & COMPONENTS TELEPHONE: DATA CONDUIT CONCRETE: FLOOR PREP 3055 SQ. FT. SQ. FT./30 PERSONS 101.83 79% NON SALES AREA CONCRETE: INFILL AT CASHWRAP TRENCH 2.75 21% TELEPHONE: DATA WIRE 3880 SQ. FT. CONCRETE SEALER 100% DIVISION 5: METALS POS / REGISTERS DIVISION 12: FURNISHINGS & ACCESSORIES STORE FIXTURES & HARDWARE 41) DEMISING PARTITIONS: FRAMING INTERIOR PARTITIONS: FRAMING CASHWRAP ® STRUCTURAL STEEL FITTING ROOM BENCH & GRID BLOCKING & STRAPPING SLATWALL DIVISION 6: WOODS & PLASTICS _® FINISH CARPENTRY GAS I WATER I SANITARY SERVICES MISC. TRIM & MOLDINGS PIPING: DOMESTIC WATER BLOCKING PIPING: DRAIN / WASTE / VENT DIVISION 7: THERMAL & MOISTURE PROTECTION PIPING: GAS FIREPROOFING PLUMBING FIXTURES DIVISION 8: OPENINGS STOREFRONT FRAMING AND GLAZING ® DIVISION 23: HEATING, VENTILATION AND AIR CONDITIONING MECHANICAL EQUIPMENT ROOF PENETRATIONS / CURBS / FLASHING ENTRY DOORS, FRAMES & HARDWARE DUCTWORK: SUPPLY / RETURN EXHAUST FANS & DUCTWORK AIR DEVICES: DIFFUSERS/ GRILLES _ CONTROLS EXIT DOORS, FRAMES & HARDWARE SMOKE DETECTORS AIR BALANCE REPORT DIVISION 26: ELECTRICAL SERVICE: CONDUIT INTERIOR DOORS, FRAMES & HARDWARE SERVICE: FEEDERS DRESSING ROOM DOORS, FRAMES & HARDWARE SERVICE: EQUIPMENT MIRRORS: SALES AREA & FITTING ROOMS DISTRIBUTION: PANEL BOARDS AND DISCONNECTS DIVISION 9: FINISHES DISTRIBUTION: BRACH CIRCUITS & TERMINATIONS 40 DEMISING PARTITIONS: GYPSUM BOARD INTERIOR PARTITIONS: GYPSUM BOARD TAPING AND SPACKLING LIGHTING: TRACK LIGHTING FIXTURES FLOORING BASE LIGHTING: CASHWRAP PENDANTS FIXTURES CEILING PAINTING & STAINING DIVISION 10: SPECIALTIES LIGHTING: LAMPS STOREFRONT SIGNAGE SQUARE FT. CALCULATION MISCELLANEOUS SIGNAGE FIRE EXTINGUISHERS DIVISION 11: EQUIPMENT AUDIO / VISUAL WIRING & COMPONENTS TELEPHONE: DATA CONDUIT SALES AREA 3055 SQ. FT. SQ. FT./30 PERSONS 101.83 79% NON SALES AREA 825 SQ. FT. SQ, FT./300 PERSONS 2.75 21% TELEPHONE: DATA WIRE 3880 SQ. FT. 105 100% POS / REGISTERS DIVISION 12: FURNISHINGS & ACCESSORIES STORE FIXTURES & HARDWARE 41) WALL STANDARDS (SALES & STOCK) CASHWRAP ® FITTING ROOM BENCH & GRID ® SLATWALL _® MANAGER'S DESK DIVISION 21: FIRE SUPPRESSION SPRINKLER SYSTEM DIVISION 22: PLUMBING ROOF PENETRATIONS/ FLASHING GAS I WATER I SANITARY SERVICES PIPING: DOMESTIC WATER PIPING: DRAIN / WASTE / VENT PIPING: GAS PLUMBING FIXTURES WATER HEATER DIVISION 23: HEATING, VENTILATION AND AIR CONDITIONING MECHANICAL EQUIPMENT ROOF PENETRATIONS / CURBS / FLASHING DUCTWORK: SUPPLY / RETURN EXHAUST FANS & DUCTWORK AIR DEVICES: DIFFUSERS/ GRILLES CONTROLS SMOKE DETECTORS AIR BALANCE REPORT DIVISION 26: ELECTRICAL SERVICE: CONDUIT SERVICE: FEEDERS SERVICE: EQUIPMENT DISTRIBUTION: PANEL BOARDS AND DISCONNECTS DISTRIBUTION: BRACH CIRCUITS & TERMINATIONS 40 LIGHTING: GENERAL PURPOSE FIXTURES LIGHTING: TRACK LIGHTING FIXTURES LIGHTING: CASHWRAP PENDANTS FIXTURES LIGHTING: EMERGENCY I EGRESS FIXTURES LIGHTING: LAMPS LIGHTING: CONTROLS RECEPTACLES: GENERAL PURPOSE, RESTROOM, SHOW WINDOW RECEPTACLES; CASHWRAP, PHONE BOARD, STETHOSCOPE FIXTURE, DESK DOOR BELL & BUZZER SIGNAGE JBOX & CONTROLS CASHWRAP CONDUITS TIMECLOCK DIVISION 27: COMMUNICATIONS SERVICE: CONDUIT SERVICE: CABLE SERVICE: EQUIPMENT CONDUIT, CABLE, & OUTLETS - JACKS & TERMINATIONS DIVISION 28: ELECTRONIC SAFETY & SECURITY SECURITY SYSTEM FIRE ALARM SYSTEM PLAN AND PARTITION TYPES SO # 1 64 R`CUi :7 FOR: ,,01`Vlaahanical XElectricai 'Plumbing 'Gas Piping City of Tukwila BUI►._D!,"'IG DIVISION -PARKWAY SUPER CENTER RE AS REQUIRED —� arinuTv novo J ",i.Ji"vo -' A is subject to errors .. ,... 2bt El 9 d and % t s ' Se.S,^iC [ioln l-5 nspired. by the care iver tia V1010 l�i m n t1 Cdkn c ordii1 1 0 ,�1 t. of approvers Fiu d Ogpy and.us sC tS Ca<cknoa'a !adjod: 9 By: _za��' Date: I, -/y-/6, 17.340 SOUTHCENTER PARKWAY City of 1 Awila __BUILDING DIVISION _- U W I-LAi WASH I GTO _98188 KEY PLAN LIFE SAFETY PLAN i j �- , i L r Yw . -;: ., - - .... E ,, a �. ,� ��n Vis. 4t:; �"rt �: f� J, rtll�.' Ste, A3 •:v' t�. ,. T ... ..:<., '. .,t :_::•.-:.. -., ,,,,,:,, �., ,�.. , i•� ,e ., T_T"�l-fT1,l-I , 0 INCLUDE WEATHER STRIPPING, RAIN GUARDS &BOTTOM SWEEPS. _ «, t,. .. r ,, �, *� , ; ,�,, . _ ::.. �, ., �, ...�,�•.�,-,��.4i, � _: a . ,:r: ,: " � ; , , ,r� .,, , , �,, ; . I T.G.0 .TO PROVIDE LOCKSMITH ON SITE ON DATE OF CONST, TURNOVER;�:;K,,,..... ; . ; �„ > „ ,- ., < - v ,„. ET.G.C.TO PROVIDE PANIC � _ . •, .: _, _: r FRONT AND BACK DOORS KEYED ALIKE. T.G >...��. ~x ,,. t.w:au.Fr At^,k atlT:: ;;�, HARDWARE ON BACK DOOR � t„e r s. -- 84'-10” TRAVEL DISTANCE 3h Ir T.G.C. TO PROVIDE LOCKSMITH ON SITE ON DATE OF CONST. TURNOVER>. j .. , . „ c. �; � k,. •.. w:,., d '„ ,i "dam I , I a T.G.C. TO OBTAIN LOCALLY 1. 5.,k, . -: P s', .. SCRUBS & BEYOND t3� q ry (E. ER TO PARTITION TYPE r I.. F ri• REF PARKWAY .:. d r r67- TA E — r] � ., .,e., , , : � :,. .,,.... 6 TRAVE�CDIS�C ,�i t-. .. ,entae .. -. .;,_... �( -.. _:, , 3 .: , _�'- .., ..- .. t ,r Y. U t i"'4- : d SUPER � ; _ ,. . , ,: r_„ _ , 1L 7} l7 iCl J. ,K r�. yy t t _ , �. CENTER m- ,: ..r ..::_,, �.,,,,: ._ , ,�.-•�..-. � � : F.E. _ r xa. .:.:y._.. r+ .A... ; ,.. .. ...:t�911'.fki. rr[•. y .� ^,. ... .-. G., x, � Iot .F z f — — , }f .v -.. ... ,.. ., ,�,. p ,.. ,.-.. 1 R ,r:..' .Ic,n, h. .A:Si'..K r i u}. •:fN, : R ` r UNDER SEPARATE PERMIT BY SIGN VENDOR CODE ANALYSIS DIRECTORY INDEX INCLUDE ALL REQ'D SIGNAGE. SEE SPEC ON A5.0 BUILDING CRITERIA: OWNER: SCRUBS & BEYOND SHT. DRAWING TITLE REVISIONS T.G.C. TO COORD. WITH ALL LOW -VOLTAGE VENDORS (TELE/DATA, BUILDING CODE: WASHINGTON STATE BUILDING CODE ('2012 INTERNATIONAL BUILDING CODE) CONTACT: JIM TUSING ARCHITECTURAL SECURITY AND AN) TO BE ON SITE ATSAME-TIME. PLUMBING CODE: WASHINGTON STATE BUILDING CODE (2012 UNIFORM PLUMBING CODE) jtus69 MANCHESTER ER ROAD d.com ADDRESS: 12969 MANCHESTER ROAD MECHANICAL CODE WASHINGTON STATE BUILDING CODE (2012 INTERNATIONAL MECHANICAL ST. LOUIS, MO 63131 A0.0 COVER SHEET CODE) PHONE: (314) 856-9155 WASHINGTON STATE BUILDING CODE (2011 NATIONAL ELECTRICAL CODE FAX: (314) 890-3978 D1.0 DEMOLITION PLAN 4/18/2016 ELECTRICAL CODE: (NFPA 70)) WASHINGTON STATE BUILDING CODE (2012 WASHINGTON STATE ENERGY LANDLORD: KI MCO REALTY CORP A1,0 FLOOR PLAN 4/18/2016 ENERGY CODE: CONSERVATION CODE) CONTACT: CARMEN DECKER T.G.C. TO INSTALL WALLCOVERING ON CASHWRAP FIRE CODE: WASHINGTON STATE BUILDING CODE (2012 INTERNATIONAL FIRE CODE) cdecker@kimcorealty.com A1.1 FINISH PLAN 1!7 ADDRESS: 4065 FACTORIA MALL SE, F-10 ACCESSIBILITY CODE: 2012 ICC/ANSI Al 17.1 & ADA STANDARDS BELLEVUE, WA 98006 OCCUPANCY: M-MERCHANTILE PHONE: (425) 373-3511 A2.0 FIXTURE PLAN 4/18/2016 TENANT TO OBTAIN FAX: BUILDING CONSTRUCTION TYPE: TYPE II -B FULLY SPRINKLERED ARCHITECT: BARRY JGREENBERG ARCHITECT A3.0 REFLECTED CEILING PLAN J. AREA TABULATION: , - AREA SQUARE FT. CALCULATION OCCUPANCY LOAD RATIO SALES AREA 3055 SQ. FT. SQ. FT./30 PERSONS 101.83 79% NON SALES AREA 825 SQ. FT. SQ, FT./300 PERSONS 2.75 21% TOTAL 3880 SQ. FT. 105 100% CONTACT: ALEX BLEY A4.0 INTERIOR & EXTERIOR ELEVATIONS abley@adg-stl.com ADDRESS: 2710 SUTTON BOULEVARD A5.0 SPECIFICATIONS ST. LOUIS, MISSOURI 63143 PHONE: (314) 644-1234 ELECTRICAL �a FAX: (314) 644-4373 CORRECTION EGRESS WIDTH REQUIRED: ENGINEER: JOHN M. BRUNS, ENGINEER E1.0 LIGHTING PLAN & NOTES MOP SINKAND DRINKING FOUNTAINS BYTENANT DOORS: 105 OCCUPANTS x.15" /PERSON 15.75" CONTACT: JACK BRUNS E2.0 POWER PLAN & NOTES 2 EXITS REQUIRED "" """"— "" ''—' 2 -EXITS PROVIDED jbruns@adg-stl.com RECEI ED REVISIONS ADDRESS: 2710 SUTTON BOULEVARD EGRESS WIDTH PROVIDED: No changes shall ho rrmade to the scope ST. LOUIS, MISSOURI 63143 ENGINEERING SPECIFICATIONS DOOR #100 of work without prior approval of 72" PHONE: (314) 644-1234 016 Tukwila Building Division. I FAX: (314) 644-4373 MPE ENGINEERING SPECIFICATIONS Jun 0 DOOR #101B NOTL : R'svisions, Will require a mw plan submittal 36" SUBTOTAL end may imlude additional plan review foes. 108" >15.75" ABBREVIATIONS GENERAL NOTES PERIT CENT DIFFUSERS TO BE RELOCATED AS NECESSARY PLUMBING FIXTURES REQUIRED: VERIFY INFIELDA.D.A. AMERICANS H.W. HOT WATER RD. ROUND 2 RESTROOMS HAVE BEEN PROVIDED (2 RESTROOMS HAVE REQUIRED). W/DISABILITIES ACT I.D. INSIDE DIAMETER REG. REGISTER 1. THE BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL FEDERAL, ® 2 DRINKING FOUNTAINS HAVE BEEN PROVIDED (2 DRINKING FOUNTAINSARE REQUIRED). A.F.F. ABOVE FINISH IN. INCH R.O. ROUGH OPENING STATE AND LOCAL CODES, LAWS AND REGULATIONS IN ORDER TO INSURE A FINAL FLOOR INSUL. INSULATION REINF. REINFORCED, CERTIFICATE OF OCCUPANCY FROM GOVERNING AUTHORITIES. 1 SERVICE SINK HAS BEEN PROVIDED (1 SERVICE SINK IS REQUIRED). BD. BOARD INT. INTERIOR REINFORCING FIRE SPRINKLER: B.O. BOTTOM OF kV KILOVOLT REQ'D. REQUIRED 2. THE GENERAL CONTRACTOR AND ALL SUB-CONCTRACTORS SHALL FIELD VERIFY CLG. CEILING kVA KILOVOLT -AMPS REV. REVISION JOB SITE CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL FULLY SPRINKLERED YES CLR. CLEAR kW KILOWATT RGH. ROUGH NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY TRAVEL DISTANCE DOES NOT EXCEED 250'-0" C.O. CLEANOUT kWH KILOWATT-HOUR RM. ROOM WORK. COORD. COORDINATE LL. LANDLORD R.T.U. ROOF TOP UNIT T.G.C. TO MAKE ALL MODIFICATIONS AS APPLICABLE CONST. CONSTRUCTION M.. F. MEDIUM DENSITY S&B SCRUBS & BEYOND 3. BIDDERS, BY BIDDING, CERTIFY THAT THE DRAWINGS AND THE SPECIFICATION T.G.C. TO MAKE ALL MODIFICATIONS AS APPLICABLESYMBOLS LEGEND C.W. COLD WATER FIBERBOARD S.F. SQUARE FEET BOOK HAVE BEEN REVIEWED AND THAT LABOR AND MATERIALS REQUIRED FOR A DIA. DIAMETER MIN. MINIMUM SHT. SHEET COMPLETE AND PROPER INSTALLATION ARE INCLUDED IN THEIR SUBMITTED DN. DOWN N/A NOT APPLICABLE SPEC. SPECIFICATION BIDDING DOCUMENTS. F.D. FIRE DAMPER, N.I.C. NOT IN CONTRACT SQ. SQUARE BUILDING COLUMN GRID LINE FLOOR DRAIN NOM, NOMINAL S.S. STAINLESS STEEL T.G.C. TO MAKE ALL MODIFICATIONS AS APPLICABLE # F.E. FIRE EXTINGUISHER N.T.S. NOT TO SCALE STD. STANDARD 4 THE G.C. IS RESPONSIBLE FOR THE BUILDING PERMIT COST AS WELL AS THE ROOM ROOM- ROOM NAME (TOP) F.F. FINISHED FLOOR No. NUMBER STL. STEEL PERMITS REQUIRED BY ALL TRADES THAT ARE NECESSARY TO COMPLETE THE ROOM NUMBER (BOTTOM) X PARTITION TYPE - FIN. FINISH O.C. ON CENTER STRUC. STRUCTURE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. SEE WALL TYPES FIXT. FIXTURE O.D. OUTSIDE DIAMETER SUSP. SUSPENDED FLR. FLOOR PLBG. PLUMBING T.B.D. TO BE DETERMINED 5. SEE SPECIFICATIONS FOR PROPRIETARY VENDORS AND MATERIALS. ELEVATION - F.O. FINISH OPENING PLYWD. PLYWOOD T.G.C. TENANT GENERAL XX DOOR NUMBER F.R.T. FIRE RETARDANT PNL. PANEL CONTRACTOR 6. TENANT SHALL BE RESPONSIBLE FOR MEETING ALL APPLICABLE CODES AND X ELEVATION NUMBER (OUTSIDE) O SHEET NUMBER (INSIDE) TREATED PR. PAIR T.O. TOP OF OBTAINING ALL JURISDICTIONAL APPROVALS. FT. FEET P.S.I. POUNDS PER TSTAT. THERMOSTAT RAEVISION TAG GA. GAUGE SQUARE INCH TYP. TYPICAL 7. ALL ROOF PENETRATIONS SHALL BE PERFORMED BY A LANDLORD APPROVED X G.C. GENERAL P.S.F. POUNDS PER U.C. UNIFORM CITY CONTRACTOR TO MAINTAIN WARRANTIES. DETAIL- CONTRACTOR SQUARE FOOT U.N.O. UNLESS NOTED T.G.C. TO MAKE ALL MODIFICATIONS AS APPLICABLE X DETAIL NUMBER (TOP) KEYED NOTE - GYP. GYPSUM PTD. PAINTED OTHERWISE T.G.C. TO MAKE ALL MODIFICATIONS AS APPLICABLE XX SHEET NUMBER (BOTTOM) D SEE KEYED NOTES HDW. HARDWARE PTN. PARTITION V.I.F VERIFY IN FIELD T.G.C. TO MAKE ALL MODIFICATIONS AS APPLICABLE H.M. HOLLOW METAL PT. POINT W.H. WATER HEATER BUILDING MATERIAL- HORIZ. HORIZONTAL P.V.C. POLY VINYL W/ WITH _ X SECTION - O SEE FINISH SCHEDULE HT. HEIGHT CHLORIDE W/O WITHOUT SECTION NUMBER (TOP) HTR. HEATER r. RADIUS W.P. WEATHER PROOF -- XX SHEET NUMBER (BOTTOM) FIXTURE - H.V.A.C. HEATING, P.A. RETURN AIR - — SEE FIXTURE SCHEDULE VENTILATING AND R.C.P. REFLECTED AIR CONDITIONING CEILING PLAN ILDING DIVISION 9, JOB NUMBER: GROSS BLDG. SIZE, 2015.0479.00 3,880 SQ. F'T, DATE: DRAWN BY: OHECKECi iiY: 3/9/16 1 EMB AJB [410mF:W6401")r 6'-0" 7'-5 1/8"± 11 I.I 13 11 3 5 16 r `4 3 1� I I ----- 7/ 7 3 3 I I I I I I v 11 II' II 16 II II II � � I 11 11 17 I I `n I/ II II II I� 8 8 � � II II II II II VIA 1�� 3 II II II II � 3'-6.1 29'-5 3/4" 1D Iwo DEMOLITION FLOOR PLAN GENERAL NOTES: 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING F:: 314.644-4373 CONDITIONS AND DIMENSIONS REQUIRED TO COMPLETE THE SCOPE OF WORK. 2. BARRICADES, FENCING, ETC. TO BE ERECTED AS REQUIRED TO MEET ALL APPLICABLE CODES, LAWS AND ORDINANCES FOR THE PROTECTION OF THE GENERAL PUBLIC. 3. ALL REQUIRED SHORING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SHORING DRAWINGS SHALL BE SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE THE PROJECT IS LOCATED. SUBMIT (3) COPIES OF SHORING DRAWINGS TO THE OWNER (7) DAYS PRIOR TO DEMOLITION OF THE AREAS REQUIRING SHORING. 4. CLEAN, REPAIR AND/OR REPLACE ALL EXISTING MATERIALS TO RECEIVE NEW FINISHES. 5. REMOVE ALL DEBRIS AND RUBBISH FROM THE SITE DAILY AND DISPOSE OF AL SUCH DEBRIS IN A LEGAL MANNER. C6.SAW CUT AND REMOVE EXISTING CONCRETE SLAB AS REQUIRED TO PROVIDEDER SLAB CONDUIT AS INDICATED ON ELECTRICAL DRAWINGS. REPLACE SLABTH 2500 PSI CONCRETE, DRILLAND GROUT WITH HILTI HIT-ftE 500-SDAD.bESIVE._. O EXISTING SLAB WITH #4 REBAR AT 24" O.C. 7. REFER TO THE CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION. 8. ALL HEAVY DEMOLITION WORKS SHALL BE PERFORMED OUTSIDE OF NORMAL OPERATING HOURS. 9. CLEAN, REPAIR AND/OR REPLACE ALL EXISTING MATERIALS TO RECEIVE NEW FINISHES. 10. G.C. TO COORDINATE ALL DEMOLITION & CONSTRUCTION AT THE ROOF WITH LANDLORDS APPROVED ROOFER TO MAINTAIN ROOF WARRANTY. MOLD AND MILDEW NOTES: 1. IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANYTIME DURING DEMOLITION, CONSTRUCTION, AND/OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD AND/OR MILDEW, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE PROFESSIONAL OF RECORD, IN WRITING, OF THE CONCERNS AND/OR SUSPICIONS. 2. CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A MINIMUM OF TWO (2) BIDS FROM COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION WORK, COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND STATUTES. 3. ONCE DISCOVERY OR SUSPICION OF MOLD AND/OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO MOLD AND/OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD/MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS. 4. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL—VENTILATED CONDITIONS. 5. THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OSHA REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD AND MILDEW. 6. ALL PENETRATIONS SHALL BE SEALED WATER—TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING OR WALL CAVITIES. 7. ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS TURNED OVER TO THE OWNER OR TENANT. INSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. INSURE THAT ALL "COLD" SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ("COLD" SURFACES INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC COLD WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS, OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.) 8. INSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE—USED SHALL BE CLEANED AND TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE. AREA OF FLOOR TRENCHING FOR ELECTRICAL CONDUIT TO CASHWRAP. VERIFY DIMENSIONS IN FIELD AND WITH FIXTURE PLAN. 2❑ EXISTING DEMISING WALLS TO REMAIN. PATCH AND REPAIR ALL WALLS TO RECEIVE NEW FINISHES. ❑3 EXISTING INTERIOR PARTITIONS SHOWN DASHED TO BE REMOVED. PATCH AND REPAIR ADJACENT WALLS TO RECEIVE NEW FINISHES. ® EXISTING BASE TO BE REMOVED THROUGHOUT. PATCH AND REPAIR WALL TO RECEIVE NEW FINISHES. EXISTING STOREFRONT DOOR, FRAMING, GLAZING AND RELATED COM PON NTS Tn REMAIN. G.C. TO PROTECT FROM DAMAGE THROUGHOUT CONSTRUCTIONROFffiV.IFW © EXISTING EXIT DOOR, FRAME AND RELATED COMPONENTS TO REMAIN. G. THE GOOD WORKING CONDITION FOR REUSE. �� EXISTING FLOOR COVERINGS THROUGHOUT SPACE, (INCLUDING ALL MASTI S & FASTENERS), AND WALL BASES TO BE REMOVED. PREPARE FLOOR SLAB To RECEIVE O NEW FINISHES. 1314 ® EXISTING PLUMBING FIXTURES TO REMAIN. EXISTING TELEPHONE SERVICE TO REMAIN. PROTECT FROM DAMAGE THRC UGH y O f - CONSTRUCTION. 10 EXISTING THERMOSTATS TO BE RELOCATED AS NECESSARY. SEE ELECTRI ,QUI LDI NG DRAWINGS FOR NEW LOCATIONS. G.C. TO VERIFY IN FIELD. 11 EXISTING INTERIOR LIGHTING TO REMAIN. PROTECT FROM DAMAGE THROUGHOUT CONSTRUCTION. 12 EXISTING EXTERIOR LIGHTING TO REMAIN. PROTECT FROM DAMAGE THROUGHOUT CONSTRUCTION. 13 EXISTING ELECTRICAL PANEL TO REMAIN. PROTECT FROM DAMAGE THROUGHOUT CONSTRUCTION. 14 EXISTING SALES AREA WALL STANDARDS TO BE REMOVED. PATCH AND REPAIR WALL TO RECEIVE NEW FINISHES. 15 EXISTING SIGN TRACK ON STOREFRONT SOFFIT TO BE REMOVED. PATCH AND REPAIR SOFFIT TO RECEIVE NEW FINISHES. 16 EXISTING FITTING ROOMS TO BE REMOVED. PATCH AND REPAIR ADJACENT WALL TO RECEIVE NEW FINISHES. 17 EXISTING WATER FOUNTAIN TO BE REMOVED. PATCH AND REPAIR ADJACENT WALL TO RECEIVE NEW FINISHES. ALL REPORTS, PLANS, SPECIFICATIONS, FIELD DATA, NOTES AND OTHER DOCUMENTS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, PREPARED BY THE DESIGN PROFESSIONAL AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. ISSUED DOCUMENTS NO. I INITIALS I DATE DESCRIPTION LANDLORD REVIEW SET 1/29/16 BID SET 2/2/16 PERMIT SET 2/2/16 0 AJB 4/18/16 1 BUILDING DEPARTMENT COMMENTS 1 OF TU (E®.s'r 2016 i NwER: GROSS BLDG. SIZE: Iil1�l�. 0 3,880 SQ. FT. DATE: DRAWN BY: CHECKED BY: 3/9/16 1 AJI I AJB DEMOLITION PLAN wI_ a� W 00 LU Z cn2 Wx w� F W- }} LL (E®.s'r 2016 i NwER: GROSS BLDG. SIZE: Iil1�l�. 0 3,880 SQ. FT. DATE: DRAWN BY: CHECKED BY: 3/9/16 1 AJI I AJB DEMOLITION PLAN HARDWOOD TRIM TO MATCH DOOR TRIM - :.I PAINT P-3. I I WALL HEAD DETAIL SCALE: 3" = 1'-0" 00 t0 N 5/8" TYPE 'X' GYP. BD. ON 3 5/8" MTL STUD FRAMING, DOOR AS SCHEDULED HOLLOW METAL FRAME (SEE DOOR SCHEDULE FOR PAINT) SHIM AS REQUIRED NOTE: INSTALL SILICONE CAULK AT JAMB TO FLOOR TRANSITION, COLOR TO MATCH FRAME, TYPICAL DIAGONAL SPACING\ @48" O.C. MIN. TO PRIMARY STRUCTURE. `\ \ / ACOUSTICAL TILE—\ TOP OF WALL CEILING (WHERE ifl? F SCHEDULED). rh B.O. CEILING '� EXISTING I ACOUSTICAL TILE t "J" MOLD EACH SIDE CEILING (WHERE T.O. WALL SCHEDULED). j 8'- 0" METAL STUD TRACK i i METAL STUD TRACK , (TYP. AT TOP AND a E (TYP. AT TOP AND BOTTOM). BOTTOM). 3 %" METAL STUDS AT 3 %" METAL STUDS AT 16" O.C. PER LIMITING 16" O.C. PER LIMITING r HEIGHT CHART f HEIGHT CHART t I' t; GYPSUM BOARD I j 5/a' GYPSUM BOAR (BOTH SIDES). a t (BOTH SIDES & TOP). BASE (SEE ROOM BASE (SEE ROOM FINISH SCHEDULE), j t FINISH SCHEDULE). I FLOOR FINISH (SEE i % FLOOR FINISH (SEE r ROOM FINISH a ROOM FINISH a SCHEDULE). SCHEDULE). z 0 U) z w w Q) W PARTITION TYPES SCALE: 3/4" = 1'-0" RE59NG o CV R � � ROOA1 J MENS WOMENS RESTROOM RESTROOM E Gk DRESSING ROOM " .rr : K.N. MOUNTING WALL DETAIL �7�SIGNS 6 SCALE: 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 126'-8" LEASE DIMENSION w N D w w JI IT Ur I OTHERWISE. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM ALL WOOD BLOCKING TO BE FIRE -RETARDANT TREATED. eqn0E9&,IVE0 HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS -- ARE PERMITTED G.C. TO CONTACT ARCHITECT FOR CLARITY ON ANY DISCREPANCIES IN CONSTRUCTION EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE DOCUMENTS, BEFORE PROCEEDING. � c37 WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. REFER TO FLOOR PLAN' �� NOTES: R � IBC 2009 1008.1.9. O L 0R LETTERS AND NUMERALS SHALL BE RAISED 1/32 IN. UPPER CASE. SANS SERIF APPROVED 171 A r OR SIMPLE TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. � INFILL SLAB WITH 2500 PSI CONCRETE, DRILL AND GROUT WITH HILTI HIT -RE 50� SD — RAISED CHARACTERS SHALL BEAT LEAST 5/8 IN (16 MM) HIGH, BUT NO HIGHER ADHESIVE INTO EXISTING SLAB WITH #4 REBAR AT 24" O.C. JUN 0 7 2016 THAN 2 IN (50 MM). PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT "1 VERBAL DESCRIPTIONS PLACED DIRECTLY BELOW THE PICTOGRAM. THE a HEIGHT. BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6 IN (152 MM) MINIMUM IN INTERIOR STU ® F ' G ity of Tulav � THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL MATTE Lll�lil G HEIGHTS IBILI DIRW OR OTHER NON GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST UJ ►,,w m a � WITH THEIR BACKGROUND, WHITE CHARACTERS ON A BLACK BACKGROUND. TYPE SPACING ALLOWABLE DEFLECTION MAXIMUM HEIGHT w �� a WHERE PERMANENT A.D.A. COMPLIANT SIGNAGE/IDENTIFICATION IS PROVIDED 250S125-33 16 L / 240 12'-0" FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL 250S125-43 16 L / 240 13'-0" ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL cr_ SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF 362S125-33 16 L / 240 16'-0" DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT @ 54" A.F.F. TO CENTER OF SIGNAGE OR LATEST A.D.A. 362S125-43 16 L / 240 17'-5" STANDARD AND SIGN REQUIREMENTS SHALL BE AS PER A.D.A. 400S125-43 16 L / 240 18'-10" REQUIREMENTS. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT JOB NUMBER: GROSS BLDG. SIZE: A PERSON MAY APPROACH WITHIN 3 IN (76 MM) OF SIGNAGE WITHOUT 600S125-33 16 L / 240 23'-9" ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF 2015.0479.00 3,880 SQ, FT. 600S125-43 16 L / 240 26'-1" A DOOR. DATE: DRAWN BY: CHECKEDl3Y: PROVIDE LEVER TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING COLD -FORMED STEEL 3/9/16 AJB AJB BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. (34" TO 44" A.F.F.) IDENTIFICATION ®ETI Al m U F'CATIO LEGE FLOOR PLAN ALL EXTERIOR H.M. DOOR FRAMES SHALL BE PAINTED INSIDE AND OUT -SEE MEMBER DEPTH: FLANGE WIDTH: DOOR SCHEDULE FOR ADDITIONAL INFORMATION. (EXAMPLE: 6" = 6:ARE EXAMPLE: 1 5/8" = 1.625"= ALL EXTERIOR HOLLOW METAL DOORS SHALL BE INSULATED & HAVE A RAIN 1/100 INCHES) AL600 S 162-54 162 x 1/100 INCHES) ALL DRIP EDGE, WEATHER STRIPING & A DOOR SWEEP PROVIDED. MEMBER DEPTHS FLANGE WIDTHS ARETAKEN IN 1/100 IS. TAKEN IN 1/100 INCHES ;�0'�� I HALL ON\ I I FLOOR PLAN 1 SCALE: 1/4" = 1'-0" 5/8" TYPE 'X' GYP. BD. ON 3 5/8" MTL STUD FRAMING. 3 5/8" METAL RUNNERS (2) 3 5/8" 20 GA. METAL STUD HEADER HOLLOW METAL FRAME (SEE DOOR SCHEDULE FOR PAINT) SHIM AS REQUIRED DOOR AS SCHEDULED DOOR JAMB DETAIL DOOR HEAD .DETAIL SCALE: 3" = 1'-0" 4 SCALE: 3" = 1'-0" DOOR SCHEDULE 1 DOOR � WIDTH EXISTING WORK ROOM 106 12 13015 14 DOOR WIDTH DOOR WIDTH CLEAR TEMPERED o j \ GLASS - V.I.F. I— `\EXISTING LU PUSH BAR w - - = AND PULL = 00 I 0 , LE - 0 `° `" HAND O ,� V.I.F. 0 EXISTING / THRESHOLD _ - V.I.F. 1 o ALUMINUM ENTRANCE DOOR 2 FLUSH FACE DOOR 3 K DOORTY PE S SCALE: 1/4" = 1'-0" DRESSING ROOM DOOR 4 5 A4.0 7 ACCESSIBLE IRESSING ROOM 6 I I 102 102 DRESSING 8 ,4- 103 ROOM 99<:>1 1,1. `� 9 W2 10 DRESSING I ROOM \ °C)z LO 126'-8" LEASE DIMENSION -11 DRESSING 105 ROOM 105 9 A1.0 SALES AREA 100 1 2<A4.0 3 01 SPECIAL INSPECTION SHALL BE REQUIRED TO VERIFY DRILLED HOLE PREPARATION AND CLEANING, PRIOR TO INSTALLATION 29'-5 3/4" 1'-0" OF EPDXY AND RE -BAR (OR IF APPLICABLE) INSTALLATION OF WEDGE ANCHOR BOLTS. INSPECTION VERIFICATION SHALL BE INCLUDED WITH CONCRETE INSPECTIONS. ANCHOR BOLT INSPECTIONS MAY BE 19 / INCLUDED WITH FRAMING INSPECTIONS. 126'-8" LEASE DIMENSION z 0 U) z W N 0 16 A4.0 w U) Q w J B o CV R I I J MENS WOMENS RESTROOM RESTROOM E 107 N B E 108 G FLOOR PLAN 1 SCALE: 1/4" = 1'-0" 5/8" TYPE 'X' GYP. BD. ON 3 5/8" MTL STUD FRAMING. 3 5/8" METAL RUNNERS (2) 3 5/8" 20 GA. METAL STUD HEADER HOLLOW METAL FRAME (SEE DOOR SCHEDULE FOR PAINT) SHIM AS REQUIRED DOOR AS SCHEDULED DOOR JAMB DETAIL DOOR HEAD .DETAIL SCALE: 3" = 1'-0" 4 SCALE: 3" = 1'-0" DOOR SCHEDULE 1 DOOR � WIDTH EXISTING WORK ROOM 106 12 13015 14 DOOR WIDTH DOOR WIDTH CLEAR TEMPERED o j \ GLASS - V.I.F. I— `\EXISTING LU PUSH BAR w - - = AND PULL = 00 I 0 , LE - 0 `° `" HAND O ,� V.I.F. 0 EXISTING / THRESHOLD _ - V.I.F. 1 o ALUMINUM ENTRANCE DOOR 2 FLUSH FACE DOOR 3 K DOORTY PE S SCALE: 1/4" = 1'-0" DRESSING ROOM DOOR 4 5 A4.0 7 ACCESSIBLE IRESSING ROOM 6 I I 102 102 DRESSING 8 ,4- 103 ROOM 99<:>1 1,1. `� 9 W2 10 DRESSING I ROOM \ °C)z LO 126'-8" LEASE DIMENSION -11 DRESSING 105 ROOM 105 9 A1.0 SALES AREA 100 1 2<A4.0 3 01 SPECIAL INSPECTION SHALL BE REQUIRED TO VERIFY DRILLED HOLE PREPARATION AND CLEANING, PRIOR TO INSTALLATION 29'-5 3/4" 1'-0" OF EPDXY AND RE -BAR (OR IF APPLICABLE) INSTALLATION OF WEDGE ANCHOR BOLTS. INSPECTION VERIFICATION SHALL BE INCLUDED WITH CONCRETE INSPECTIONS. ANCHOR BOLT INSPECTIONS MAY BE 19 / INCLUDED WITH FRAMING INSPECTIONS. 126'-8" LEASE DIMENSION z 0 U) z W N 0 16 A4.0 w U) Q w J B A R R Y■ J A Y G R E E N B E R G ARCS-IITECTzo 3'-0" 7'-0" 0'-13/4" 1 EXISTING EXISTING EXISTING 3'-0" 2710 Sutton Blvd. St. Louis, MO 6343If www. adg-st1.corn P:: 314.644.1234 F:: 314.644.4373 ALL REPORTS, PLANS, SPECIFICATIONS, FIELD DATA, NOTES AND OTHER DOCUMENTS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, PREPARED BY THE DESIGN PROFESSIONAL AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL. ALL COMMON LAW RIGHTS OF COPYRIGHTAND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. ISSUED DOCUMENTS NO. INITIALS DATE DESCRIPTION LANDLORD REVIEW SET 1/29/16 BID SET 2/2/16 PERMIT SET 2/2/16 Q AJB 4/18/16 W DOOR O T E: GENERAL NOTES: OTES. BUILDING DEPARTMENT COMMENTS SEE DOOR SEE DOOR LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO SEE RESPONSIBILITY SCHEDULE ON AO.0 FOR DELINEATION OF WORK RESPONSIBILITY. 2" SCS HEDULE r2""S 2 3/ CHEDULE 3/4" BETWEEN 3:5 AND 1:1 AND STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND -, I �, 1:10 ALL INTERIOR PARTITION DIMENSIONS ARE TO FINISHED FACE OF WALL UNLESS NOTED I F1 F2 FRAME TYPES 2 SCALE: 1/4" = 1'-0" MARK DOOR FRAME HDW' GROUP MARK NOTES SIZE TYPE MATERIAL FINISH COLOR WIDTH HEIGHT THICKNESS SIZE TYPE MATERIAL FINISH COLOR WIDTH HEIGHT 100 3'-0" 7'-0" 0'-13/4" 1 EXISTING EXISTING EXISTING 3'-0" 7'-0" EXISTING EXISTING EXISTING EXISTING A 100 101A 3'-0" 7'-0" 0'-1 3/4" 2 EXISTING PAINT P-2 3'-0" 7'-0" EXISTING EXISTING EXISTING P-2 EXIST. 101A P-1 AT SALES, P-2 AT NON SALES 1016 3'-0" 7'-0" 0'-13/4" 2 EXISTING PAINT P-2 3'-0" 7'-0" EXISTING EXISTING EXISTING P-2 B 101B 102 3'-0" 5'-0" 0'-1 3/4" 3 H.C. WOOD PREFINSHED L-3 3'-0" 6'-8" F2 WOOD PAINT P-3 C 102 103 3'-0" 5'-0" 0'-1 3/4" 3 H.C. WOOD PREFINSHED L-3 X-0" 6'-8" F2 WOOD PAINT P-3 C 103 104 3'-0" 5'-0" 0'-1 3/4" 3 H.C. WOOD PREFINSHED L-3 3'-0" 6'-8" F2 WOOD PAINT P-3 C 104 105 3'-0" 5'-0" 0'-1 3/4" 3 H.C. WOOD PREFINSHED L-3 3'-0" 6'-8" F2 WOOD PAINT P-3 C 105 106 3'-0" 7'-0" 0'-13/4" 2 EXISTING PAINT P-2 3'-0" 7'-0" EXISTING EXISTING EXISTING P-2 EXIST. 106 107 3'-0" 7'-0" 0'-13/4" 2 EXISTING PAINT P-2 3'-0" 7'-0" EXISTING METAL PAINT P-2 EXIST. 107 108 3'-0" 7'-0" 0'-13/4" 2 EXISTING PAINT P-2 3'-0" 7'-0" EXISTING METAL PAINT P-2 EXIST. 108 DOOR HARDWARE SCHEDULE HDW. GROUP HINGES LOCKSET CLOSER STOP THRESHOLD SILENCERS NOTES QTY. SPEC. FINISH SPEC. LEVER FINISH A EXISTING - - - EXISTING - - - EXISTING - REPLACE CYLINDER, PROVIDE WEATHER STRIPING & DOOR SWEEP B EXISTING - - - EXISTING - - - EXISTING _ PROVIDE DETEX ECL -230D, RIM CYLINDER KEYED, WEATHER STRIPING, DOOR SWEEP & RAIN GUARD ABOVE DOOR C 1 1/2 PR. HAGER BB1279 US26D _ SCHLAGE AL50PD SATURN US26D - IVES 691726D- IVES SR 66 3 PER DOOR PUSH BUTTON & KEY LOCK DOOR FRAMES TO BE SET FLUSH TO FLOOR SLAB. PROVIDE FOR 1/4" MAX. STYLE: CAULK JOINT. S=STUD OR JOIST SECTION MATERIAL THICKNEi:�S: T=TRACK SECTIONS (EXAMPLE: 0.054" = 54 MILS. 1MIL = 1/1000 IN%;H) SCALE: N.T.S. CASHWRAP ELEVATION 4 SCALE: N.T.S. 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... o =w> M �z-W< °aLU 20'-0" HALL CV SLATWALL 101 -- _ ---- --- - SALES STANDARDS - FACE OUT SAMARITAN DISPLAY GROUP, INC TENANT DOUBLE SLOTTED FIXTURE CONTRACTING .. VE ®O RS � CV "�i",(1 t;]r•r,lli:'Kh:7" it STOCK STANDARDSFIXTU' TENANT SINGLE SLOTTED T.B.D. M J '-- -- - (75-11 m4 FIXTURE CONTRACTING MS SALES AREA MIRROR Zw'o x 00 io 10630 MIDWEST INDUSTRIAL BOULEVARD SAINT LOUIS, MISSOURI 63132 (314) 429-5222 o ac i UJI SD w Ed r TENANT ,>/WOMENS SHS W N o RESTROOM 1� INSTALL MIRRORS PER DETAIL 2/A2.0. PROVIDE FRT BLOCKING AS REQUIRED AND INSTALL LAMINATED BENCH. TOP OF o 0 108 INSTALL 2'-0" X 4'-0" GRID RACK HORIZONTALLY. MOUNT TOP OF GRID AT 6'-0" CD Q cV � HORIZONTAL MOUNTING DIMENSIONS). U � atr+,.tsc, T— GROSS BLDG. SIZE: 5 INSTALL 6'-0" METAL STANDARDS STARTING AT 2'-0" A.F.F. SEE MOUNTING DETAIL 2015.0479.00 3,880 SQ. FT. 3/A2.0. © INSTALL WALL -MOUNTED SHOE DISPLAY ON 1 1/2" X 3 1/2" BLOCKING PAINTED TO DATE REV FR CASHWRAP Y: ; MATCH WALL COLOR. O SEICTIO-N- INSTALL LAMINATE SLAT WALL STARTING AT 4" A.F.F. AND EXTENDING TO 8'-4" APPROVED A.F.F. PROVIDE FRT BLOCKING AS NECESSARY. (NOTE: SLATWALL FINISH IS SCALE: N.T.S. CASHWRAP ELEVATION 4 SCALE: N.T.S. 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... o =w> M �z-W< °aLU 20'-0" HALL CV SLATWALL 101 -- _ ---- --- - SALES STANDARDS - FACE OUT SAMARITAN DISPLAY GROUP, INC TENANT DOUBLE SLOTTED FIXTURE CONTRACTING RE VE ®O RS � CV i STOCK STANDARDSFIXTU' TENANT SINGLE SLOTTED T.B.D. M J '-- -- - (75-11 m4 FIXTURE CONTRACTING MS SALES AREA MIRROR Zw'o x 00 io 10630 MIDWEST INDUSTRIAL BOULEVARD SAINT LOUIS, MISSOURI 63132 (314) 429-5222 o ac i UJI SD w Ed r TENANT ,>/WOMENS SHS W N o RESTROOM 1� INSTALL MIRRORS PER DETAIL 2/A2.0. PROVIDE FRT BLOCKING AS REQUIRED AND INSTALL LAMINATED BENCH. TOP OF o 0 108 INSTALL 2'-0" X 4'-0" GRID RACK HORIZONTALLY. MOUNT TOP OF GRID AT 6'-0" CD Q cV � HORIZONTAL MOUNTING DIMENSIONS). U � ® INSTALL CASHWRAP. COORDINATE WITH FLOOR TRENCHING. JOB NUMBER: GROSS BLDG. SIZE: 5 INSTALL 6'-0" METAL STANDARDS STARTING AT 2'-0" A.F.F. SEE MOUNTING DETAIL WORK ROOM 106 G Hl UK�J, `--L8J 1 LT2,, --ACCESSIBLE 5 TYP. 5 TYP. I� �'I I DRESSING ROOMCP W Q I `• j- � __ - 102 1 DRESSING MDR I I ROOM F' ' # _..__...._ LE 1i L.L i II 103 I 0 I I 0 I { GRID DRESSING MDR ROOM - 1 c w 104 J Z GRID DRESSING r _ — -� SALES AREA MDR ROOM I 0 I 100 I Q I 1\ _ I I L L J I I 3 9'-0 1/8" 61.0" 61.011 GRID CLEAR CLEAR - - � CLEAR o O � u b w r/5///r o WW o U ro vaw� SH 5 VC) O 0 o I NQ 1 1 SH cm r r o r - I Q I L J Z Q SH F -of I I I I 6'-4 1/2" 6-0" o w 61.011 j;CLEAR I I CLEAR CLEAR U CLEAR D L J L.L I J L. j O) W U W O LO U FO 5 TYP. o -' _ Q N of W CU FO cn (Y — __ _ _ U O 1, N FO Z @ Q qCn Cn � p 4 o z C) w NJ H U cn PLAN )FIXTURE SCALE: 1/4" = 1'-0" 1 TOP OF WALL STANDARD Y 8'-0" A.F.F. 00 CONTRACTOR PROVIDED _._ BBT-OGGLER_[1/4_-20]_.-_ -�O SNAPTOGGLE@ TOGGLE �J BOLT ANCHOR WITH #14 FLAT HEAD STAINLESS O O STEEL SCREW - 7 PER WALL STANDARD DOUBLE SLOTTED O METAL STANDARD NOTE: D D TOP OF STANDARD HAS 6 ROWS OF SLOTS BETWEEN SCREW HOLES 26'-0" STANDARDS @ 2'-0" O.C. ek TOP OF WALL STANDARD NV 8'-0" A.F.F. CONTRACTOR PROVIDED —.--BB TOGIGLER [1/4"-20] SNAPTOGGLE@ TOGGLE BOLT ANCHOR WITH #14 FLAT HED STAINLESS STEEL SCREW - 7 PER WALL STANDARD SIN, LE SLOTTED MET , L STANDARD SALES AREA ONLY WORK ROOM ONLY WALL STANDARD MOUNTING DETAIL' 3 SCALE: 3" = 1'-0" 2'-0" IA 6" 1'-0" 6" 01 6 SD q w Q 0 Q __ ? SLAT 0f SLAT 18'-0" 6'-011 -0' 11'-0" '-0' 6'-0" SLATWALL WALLCOVERING SLATWALL T-0" 6" 2'-0" 6" UD. .00 is FIXTURE SCHEDULE 4— t r 1 JIVINLL4-VV/1T DISPLAY o e e SHOE DISPLAY SAMARITAN DISPLAY SALES AREA © SCRUB CUBE SAMARITAN DISPLAY DETAIL SH SALES STANDARDS - TENANT DOUBLE SLOTTED SIDE HANG SCALE: 1/2" = V-0" CV SLATWALL FO SALES STANDARDS - FACE OUT SAMARITAN DISPLAY GROUP, INC TENANT DOUBLE SLOTTED FIXTURE CONTRACTING RE VE ®O RS � CV SS STOCK STANDARDSFIXTU' TENANT SINGLE SLOTTED T.B.D. ALL WOOD BLOCKING TO BE FIRE -RETARDANT TREATED. MDR FIXTURE (75-11 _ FIXTURE CONTRACTING MS SALES AREA MIRROR T.G.C. 10630 MIDWEST INDUSTRIAL BOULEVARD SAINT LOUIS, MISSOURI 63132 (314) 429-5222 N MANAGER'S DESK TENANT UJI SD STETHOSCOPE DISPLAY TENANT SHS 11" X 17" SIGN HOLDER N �Q PLAN )FIXTURE SCALE: 1/4" = 1'-0" 1 TOP OF WALL STANDARD Y 8'-0" A.F.F. 00 CONTRACTOR PROVIDED _._ BBT-OGGLER_[1/4_-20]_.-_ -�O SNAPTOGGLE@ TOGGLE �J BOLT ANCHOR WITH #14 FLAT HEAD STAINLESS O O STEEL SCREW - 7 PER WALL STANDARD DOUBLE SLOTTED O METAL STANDARD NOTE: D D TOP OF STANDARD HAS 6 ROWS OF SLOTS BETWEEN SCREW HOLES 26'-0" STANDARDS @ 2'-0" O.C. ek TOP OF WALL STANDARD NV 8'-0" A.F.F. CONTRACTOR PROVIDED —.--BB TOGIGLER [1/4"-20] SNAPTOGGLE@ TOGGLE BOLT ANCHOR WITH #14 FLAT HED STAINLESS STEEL SCREW - 7 PER WALL STANDARD SIN, LE SLOTTED MET , L STANDARD SALES AREA ONLY WORK ROOM ONLY WALL STANDARD MOUNTING DETAIL' 3 SCALE: 3" = 1'-0" 2'-0" IA 6" 1'-0" 6" 01 6 SD q w Q 0 Q __ ? SLAT 0f SLAT 18'-0" 6'-011 -0' 11'-0" '-0' 6'-0" SLATWALL WALLCOVERING SLATWALL T-0" 6" 2'-0" 6" UD. .00 is FIXTURE SCHEDULE 4— t r 1 JIVINLL4-VV/1T DISPLAY o e e SHOE DISPLAY SAMARITAN DISPLAY SALES AREA © SCRUB CUBE SAMARITAN DISPLAY DETAIL SH SALES STANDARDS - TENANT DOUBLE SLOTTED SIDE HANG SCALE: 1/2" = V-0" SLAT SLATWALL FO SALES STANDARDS - FACE OUT SAMARITAN DISPLAY GROUP, INC TENANT DOUBLE SLOTTED FIXTURE CONTRACTING RE VE ®O RS � ADRB SS STOCK STANDARDSFIXTU' TENANT SINGLE SLOTTED T.B.D. ALL WOOD BLOCKING TO BE FIRE -RETARDANT TREATED. MDR FIXTURE T.G.C. M3 - CONTACT: ADDRESS: PHONE: FAX: VENDOR CONTACT: ADDRESS: PHONE: FAX: I: I SH I I I I I I I I I I A I I I j/ I I I I I I I I I I I I I I I I I I 7�-5" CLEAT i I TYP. I 12'-0" STANDARDS @ 2'-0" O.C. GENERAL NOTES:- B A R R Y J A Y G R E E N B E R G ARC11-IITECT 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 MU ® Q 000 _I 0`00 IC � rn Qz 0-0 W 0 Z= � UQ MDQ O -j U) 3: ^1 CD I r W I— z I U LEM :D d LIJ �Q LU Y 0 0 O-. ALL REPORTS, PLANS, SPECIFICATIONb', FIELD DATA, NOTES AND OTHER DOCUMENTS, INCLUDING ALLDOCUMENiS ON ELECTRONIC MEDIA, PREPARED BY THE DESIGN PROFESSIONALAS INSTRUMENTS OF SERVICE SHALL REM/dN THE PROPERTY OF THE DESIGN PROFESSIONAL. DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. ISSUED DOCUMENTS NO. INITIALS I DATE DESCRIPTION ( I I s BUILDING DEPARTMENT COMMENTS LANDLORD REVIEW SET SLAT SLATWALL CONTRACTING PERMIT SET SAMARITAN DISPLAY GROUP, INC DRB DRESSING ROOM BENCHES FIXTURE CONTRACTING 1230 REMINGTON ROAD SCHAUMBURG, IL60173 (847)882-7214 ADRB ACCESSIBLE DRESSING ROOM BENCHES FIXTURE CONTRACTING GRID GRID RACK T.B.D. ALL WOOD BLOCKING TO BE FIRE -RETARDANT TREATED. MDR DRESSING ROOM MIRRORS T.G.C. _ FIXTURE CONTRACTING MS SALES AREA MIRROR T.G.C. 10630 MIDWEST INDUSTRIAL BOULEVARD SAINT LOUIS, MISSOURI 63132 (314) 429-5222 DESK MANAGER'S DESK TENANT UJI SD STETHOSCOPE DISPLAY TENANT SHS 11" X 17" SIGN HOLDER T.B.D. I: I SH I I I I I I I I I I A I I I j/ I I I I I I I I I I I I I I I I I I 7�-5" CLEAT i I TYP. I 12'-0" STANDARDS @ 2'-0" O.C. GENERAL NOTES:- B A R R Y J A Y G R E E N B E R G ARC11-IITECT 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 MU ® Q 000 _I 0`00 IC � rn Qz 0-0 W 0 Z= � UQ MDQ O -j U) 3: ^1 CD I r W I— z I U LEM :D d LIJ �Q LU Y 0 0 O-. ALL REPORTS, PLANS, SPECIFICATIONb', FIELD DATA, NOTES AND OTHER DOCUMENTS, INCLUDING ALLDOCUMENiS ON ELECTRONIC MEDIA, PREPARED BY THE DESIGN PROFESSIONALAS INSTRUMENTS OF SERVICE SHALL REM/dN THE PROPERTY OF THE DESIGN PROFESSIONAL. DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. ISSUED DOCUMENTS NO. INITIALS I DATE DESCRIPTION ( I I s BUILDING DEPARTMENT COMMENTS LANDLORD REVIEW SET 1/29i16 BID SET 2/2/16 PERMIT SET 2/2/16 0 AJB 4/18/16 RECEI ED SEE RESPONSIBILITY SCHEDULE ON A0.0 FOR DELINEATION OF WORK RESPONSIBILITY. T'Y tA ALL INTERIOR PARTITION DIMENSIONS ARE TO FINISHED FACE OF WALL UNLESS NOTED OTHERWISE. I JUN -0312016 ALL WOOD BLOCKING TO BE FIRE -RETARDANT TREATED. ERMIT qENTER G.C. TO CONTACT ARCHITECT FOR CLARITY ON ANY DISCREPANCIES IN CONSTRUCTION _ DOCUMENTS, BEFORE PROCEEDING. FIXTURE PLA'NOTES: 1. G.C. TO ASSEMBLE FLOOR FIXTURES. SEE FIXTURE PACKAGE FOR ASSEMBLY 3 DETAILS. UJI FIXTURE PLA KEYNOTES: cc X W 1=< oil- �Q 1� INSTALL MIRRORS PER DETAIL 2/A2.0. PROVIDE FRT BLOCKING AS REQUIRED AND INSTALL LAMINATED BENCH. TOP OF r BENCH IS AT V-6" A.F.F. INSTALL 2'-0" X 4'-0" GRID RACK HORIZONTALLY. MOUNT TOP OF GRID AT 6'-0" A.F.F., 5'-0" A.F.F IN ACCESSIBLE DRESSING ROOM. (SEE ELEVATIONS ON A4.0 FOR HORIZONTAL MOUNTING DIMENSIONS). ® INSTALL CASHWRAP. COORDINATE WITH FLOOR TRENCHING. JOB NUMBER: GROSS BLDG. SIZE: 5 INSTALL 6'-0" METAL STANDARDS STARTING AT 2'-0" A.F.F. SEE MOUNTING DETAIL 2015.0479.00 3,880 SQ. FT. 3/A2.0. © INSTALL WALL -MOUNTED SHOE DISPLAY ON 1 1/2" X 3 1/2" BLOCKING PAINTED TO DATE REV FR - Y: ; MATCH WALL COLOR. O INSTALL LAMINATE SLAT WALL STARTING AT 4" A.F.F. AND EXTENDING TO 8'-4" APPROVED A.F.F. PROVIDE FRT BLOCKING AS NECESSARY. (NOTE: SLATWALL FINISH IS WILSONART 483OK-18 SATIN STAINLESS WITH GREY VINYL INSERTS. ADD QUARTER d SAN ROUND TRIM AT EXPOSED VERTICAL EDGES. PAINT QUARTER ROUND TRIM TO f�f E2� MATCH ADJACENT WALL. CAULK AS NECESSARY TO CREATE A SMOOTH, SEAMLESS, TRANSITION). -f ® INSTALL SCRUB UNIT. 411fwlle BUILJIIv� MSI ill WALL SHELF MOUNTED ON TELEPHONE BOARD AT HEIGHT SHOWN ON 3/E2.0. SHELF TO BE WIDTH OF THE TELEPHONE BOARD V-6" DEEP 3/4" F.R.T. PLYWOOD, SUPPORTED BY (3) EVENLY SPACED HEAVY DUTY SHELF BRACKETS CAPABLE CF= SUPPORTING MIN. 500 LBS. P-2 SEE PLAN FOR LENGTH NOTE: SINGLE SLOTTED STANDARDS 0 io 0 B-1 i-4 WORK ROOM ELEVATI O SCALE: 1/4" = 1'-0" DRESSING ROOM 0 zo 0 N N \_<E>\ SEE PLAN FOR LENGTH NOTE: SINGLE SLOTTED STANDARDS MATERIAL MANUFACTURER PRODUCT NUMBER 2'-0" TYP. NOTES EP -1 14 SHERWIN WILLIAMS RESILIENCE, GLOSS DIGNIFIED SW6538 ALL EXTERIOR PAINTING BY L.L.G.C. NOTE: REFER TO SIGN DRAWING FOR AREA AND DIMENSIONS TO BE PAINTED B-1 Im DRESSING ROOM WORK ROOM ELEVATION SCALE: 1/4" = 1'-0" 0 Lo B-1 DRESSING ROOM DRESSING ROOM P-2 SEE PLAN FOR LENGTH NOTE: SINGLE SLOTTED STANDARDS limimimimilm-m 0 b ' B-1 i (V CV WORK ROOM ELEVATION SCALE: 1/4" = V-0" EQ. LIEll. I. ACCESSIBLE DRESSING ROOM P-2 SEE PLAN FOR LENGTH NOTE: SINGLE SLOTTED STANDARDS ACCESSIBLE DRESSING ROOM WORK ROOM ELEVATION SCALE: 1/4" = 1'-0" 0 T un •111MIIIIIIIIIIIIN= ACCESSIBLE DRESSING ROOM P-1 mom ■■........... mom omm mom FROM ACCESSIBLE DRESSING ROOM ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION 11 SCALE: 1/4" = 1'-0" 1 0 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" v SCALE: 1/4" = 1'-0" l SCALE: 1/4" = 1'-0" 6 SCALE: 1/4" = 1'-0" 5 SCALE: 1/4" = V-0" SCALE: EXTERIOR FINISH ATE IAL SCHEDULE MARK MATERIAL MANUFACTURER PRODUCT NUMBER COLOR NOTES EP -1 EXTERIOR PAINT SHERWIN WILLIAMS RESILIENCE, GLOSS DIGNIFIED SW6538 ALL EXTERIOR PAINTING BY L.L.G.C. NOTE: REFER TO SIGN DRAWING FOR AREA AND DIMENSIONS TO BE PAINTED EXTERIOR ELEVATION X16 SCALE: NOT TO SCALE P-1 B-1 SALES AREA ELEVATION SCALE: 1/4" = 1'-0" WC -1 1 SCru i S&beyond inspired by t8e caregiver F5-1, jl� o WC -2 ti rn B-1 >B-1 B-1 O A I C0 A ME A CI c\ /AEIr1Al SALES AREA ELEVATION P-1 2 22'-7 1/2" CLEAR AREA FOR SIGNAGE in GENERAL NOTES: SEE RESPONSIBILITY SCHEDULE ON AO.0 FOR DELINEATION OF WORK RESPONSIBILITY. ALL INTERIOR PARTITION DIMENSIONS ARE TO FINISHED FACE OF WALL UNLESS NOTED OTHERWISE. MI=vItVVU) FOR QDZI GOAl r%I I A ALL WOOD BLOCKING TO BE FIRE -RETARDANT TREATED. k G.C. TO CONTACT ARCHITECT FOR CLARITY ON ANY DISCREPANCIES IN CONSTRUCTION It ILI DOCUMENTS, BEFORE PROCEEDING. DOOR FRAMES TO BE PAINTED TO MATCH ADJACENT WALL IN GLOSS FINISH. ELEVATION KEYNOTES: SIGN SHOWN FOR REFERENCE ONLY. SIGN TYPE AND SIZE TO BE DETERMINED BY 6127 SIGN VENDOR. SIGN TO BE PERMITTED SEPARATELY BY SIGN VENDOR. �tEf iitEI3 0 INSTALL MIRRORS PER DETAIL 4/A2.0. ARit1iT:'�' 3 INSTALL LAMINATED BENCH, PROVIDE F.R.T. BLOCKING AS REQUIRED. TOP OF BENCH AT V-6" A.F.F. BAR ( J. GREENBER ® INSTALL 2'-0" X 4'-0" GRID RACK HORIZONTALLY. (SEE DRESSING ROOM STA OF V-/ASHIsGTON ELEVATIONS FOR MOUNTING DIMENSIONS).. ❑5 INSTALL CASH WRAP +.r,v Lair T !'`."AIL © INSTALL 6'-0" METAL STANDARDS STARTING AT 2'-0" A.F.F. WITH BB TOGGL R, , [1/4"-20] SNAPTOGGLEO TOGGLE BOLT (SEE 3/A2.0 FOR ADDITIONAL FEB I ! 2096 INFORMATION). 7❑ INSTALL WALL -MOUNTED SHOE DISPLAY PERMIT CENTE BARRY J. GREENBERG REGISTRATION #5127 ® LAMINATE SLATWALL STARTING AT 4" A.F.F. AND EXTENDING TO 8'-4" A.F.F. EXPIRES: 7/22/2017 PROVIDE FRT BLOCKING AS NECESSARY. (NOTE: SLATWALL HAS BRUSHED ALUMINUM FINISH WITH GRAY VINYL INSERTS. ADD QUARTER ROUND TRIM AT JOB NUMBER: GROSS BLDG. SIZE: EXPOSED VERTICAL EDGES. PAINT QUARTER ROUND TRIM TO MATCH ADJACENT WALL. CAULK AS NECESSARY TO CREATE A SMOOTH, SEAMLESS TRANSITION). 2015.0479.00 3,880 SQ. FT. [9 SCRUB CUBE DATE: DRAWN BY: CHECKED BY: 10 FACEOUT, TYPICAL. (FACEOUT DROPS DOWN THREE SLOTS FROM TOP) 2/2/16 AJB AJB 11 24" HANGING BAR, TYPICAL. (HANGING DROPS DOWN TWO SLOTS FROM TOP) 12 SHELF (TOP SLOT ON STANDARD) INTERIOR 13 12" M.D.F. WITH WHITE MELAMINE FINISH. LENGTHS CUT TO FIT LOCATION. G.C. TO & EXTERIOR VERIFY NUMBER OF SHELVES REQUIRED WITH SCRUBS & BEYOND. ELEVATIONS 14 STOCKROOM HANGING BAR. (HANGING DROPS DOWN ONE SLOT FROM TOP SLOT) 15 MANAGER'S DESK 16 TELEPHONE BOARD (SEE 3/E2.0 FOR ADDITIONAL INFORMATION)AV IL SIGN SHOWN FOR REFERENCE ONLY. SIGN TYPE AND BE17 4 SIGN VENDOR. SIGN TO BE PERMITTED SEPARATELY BYIZE S GNO VENDOR. DETERMINED BY1--% U SECTION 01 11 00 - SUMMARY OF WORK THE WORK INDICATED IN THE CONSTRUCTION DOCUMENTS IS INTENDED TO DELINEATE THE SCOPE OF WORK REQUIRED TO CONSTRUCT A COMPLETE PROJECT. A. ADMINISTRATION OF CONTRACT: THE OWNER'S "CONSTRUCTION MANAGER" WILL ACT AS OWNER'S REPRESENTATIVE FOR PURPOSES OF ADMINISTRATION OF THE CONTRACT. B. OWNER -FURNISHED ITEMS: 1. MANY ITEMS INDICATED ARE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR, OR FURNISHED BY OWNER AND INSTALLED BY OWNER. SEE DIVISION OF WORK SCHEDULE FOR A COMPLETE LIST. 2. CONTACT OWNER'S CONSTRUCTION MANAGER FOR ADDITIONAL INFORMATION AND TO COORDINATE RESOLUTION OF ANY PROBLEMS CONCERNING THESE ITEMS. C. BUILDING CODES AND STANDARDS: CONFORM WITH ALL APPLICABLE CODES AND ORDINANCES IN EFFECT AT PROJECT LOCATION. D. INSURANCE: PURCHASE AND MAINTAIN, PER ARTICLE 11 OF AIA GENERAL CONDITIONS, THE FOLLOWING INSURANCE: 1. WORKER'S COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE AS REQUIRED BY ANY EMPLOYEE BENEFIT ACT OR THE STATUTES APPLICABLE WHERE THE WORK IS TO BE PERFORMED, AS WILL PROTECT CONTRACTOR FROM ANY AND ALL LIABILITY UNDER THE AFOREMENTIONED ACTS, BUT NOT LESS THAN $2,000,000. 2. COMPREHENSIVE GENERAL LIABILITY INSURANCE (INCLUDING OWNER AND CONTRACTOR FOR FUTURE LIABILITY INSURANCE) WITH FOLLOWING LIMITS OF LIABILITY: a. BODILY INJURY, EACH OCCURRENCE - $2,000,000 b. BODILY INJURY, AGGREGATE - $2,000,000 c. PROPERTY DAMAGE, EACH OCCURRENCE - $500,000 d. PROPERTY DAMAGE, AGGREGATE - $500,000 e. PERSONAL INJURY, AGGREGATE - $2,000,000 3. SUCH INSURANCE SHALL PROVIDE FOR EXPLOSION AND COLLAPSE COVERAGE AND CONTRACTUAL LIABILITY COVERAGE, AND SHALL INSURE CONTRACTOR AGAINST ANY AND ALL CLAIMS FOR PERSONAL INJURY, INCLUDING DEATH RESULTING THEREFROM AND DAMAGE TO PROPERTY OF OTHERS, ARISING FROM ITS OPERATIONS UNDER THE CONTRACT, WHETHER SUCH OPERATIONS ARE PERFORMED BY CONTRACTOR OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR. 4. COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE INCLUDING THE OWNERSHIP, MAINTENANCE AND OPERATION OF ANY AUTOMOTIVE EQUIPMENT OWNED, HIRED, AND NON OWNED IN THE FOLLOWING MINIMUM AMOUNTS: a. BODILY INJURY, EACH PERSON - $500,000 b. BODILY INJURY, EACH OCCURRENCE -$1,000,000 c. PROPERTY DAMAGE, EACH OCCURRENCE - $500,000 5. SUCH INSURANCE SHALL INSURE CONTRACTOR AGAINST ANY AND ALL CLAIMS FOR BODILY INJURY, INCLUDING DEATH RESULTING THEREFROM AND DAMAGE TO THE PROPERTY OF OTHERS ARISING FROM ITS OPERATIONS UNDER ITS CONTRACT WITH OWNER, WHETHER SUCH OPERATIONS ARE PERFORMED BY CONTRACTOR OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR. 6. AT TENANT'S OPTION, T.G.C. SHALL PROVIDE BUILDERS' RISK COMPLETED VALUE FORM AFFORDING "ALL RISKS OF PHYSICAL LOSS OR DAMAGE" ON ITS WORK IN THE PREMISES AS IT RELATED TO THE BUILDING IN WHICH THE PREMISES ARE LOCATED, NAMING THE INTERESTS OF GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AS THEIR RESPECTIVE INTERESTS MAY APPEAR, WITHINA RADIUS OF 100 FEET OF THE PREMISES. AMOUNT OF INSURANCE SHALL EQUAL ONE HUNDRED PERCENT (100°/x) OF THE REPLACEMENT COST. 7. ALL SUCH INSURANCE POLICIES REQUIRED SHALL INCLUDE OWNER, ITS ARCHITECT, ITS GENERAL CONTRACTOR, SUBCONTRACTORS, AND LANDLORD AS ADDITIONAL INSURED; EXCEPT WORKER'S COMPENSATION INSURANCE, WHICH SHALL CONTAIN AN ENDORSEMENT WAIVING ALL RIGHTS OF SUBROGATION AGAINST THE LANDLORD, ITS ARCHITECT, ITS GENERAL CONTRACTOR, AND SUBCONTRACTORS. (CERTIFICATES SHALL NOT BE CANCELED OR ALLOWED TO EXPIRE WITHOUT AT LEAST THIRTY (30) DAYS PRIOR WRITTEN NOTICE TO LANDLORD AND OWNER.) 8. ADDITIONAL INSURANCE AS REQUIRED BY THE LANDLORD AS INDICATED IN THE TENANT CRITERIA 9. T.G.C. SHALL SUBMIT A CURRENT COPY OF INSURANCE TO OWNER PRIOR TO STARTING CONSTRUCTION E. T.G,C. SHALL NOT BE REQUIRED TO PAY ANY LANDLORD CONSTRUCTION DEPOSITS) OR BE BONDED F. T.G.C. AND LANDLORD SHALL AGREE THAT THE FULL SCOPE OF WORK AND ANY COSTS PAID TO THE LANDLORD IS LIMITED TO THESE PLANS AND SUPERSEDES ANY OTHER DESIGN CRITERIA AND/OR REQUIREMENTS IN THE TENANTS LEASE G. T.G.C. IS TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND TO VERIFY THE AMOUNT OF WORKTHAT WILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED AS SHOWN ON THE ARCHITECTURAL PLAN. H. T.G.C. TO PROVIDE CONTACT PERSON AND PHONE NUMBER AND ADVISE OF ANY ADDITIONAL REPAIRS/RECOM M EN DATIONS. I. T.G.C. TO VERIFY ELEVATION AND CONDITION OF EXISTING FLOOR SUBSTRATE AND REPORT TO THE OWNER IN WRITING IF THERE ARE ANY OF THE FOLLOWING CONDITIONS: 1. VARIATION OF 1/2" OR MORE OVER ENTIRE FLOOR AREA OF PROJECT. 2. SLOPES OF 1/8" PER 10 FEET OR GREATER IN ANY AREA OF THE PROJECT. 3. ROUGH OR UNSTABLE SUBSTRATE SURFACES REQUIRING EXTENSIVE REMEDIAL WORK. J. T.G.C. TO VERIFY CONDITION OF EXISTING COMPONENTS WHEN THEY ARE TO BE REUSED. THESE SHALL BE OPERATIONAL AND FREE OF AESTHETIC FLAWS AND SUITABLE FOR THEIR INTENDED USE. REFER ANY QUESTIONS TO THE OWNER IF THERE IS DOUBT CONCERNING THE ACCEPTABILITY OF ANY COMPONENT. PROVIDE THE OWNER A COST OF REPLACING THE QUESTIONABLE COMPONENT(S). K. VERIFY THAT EXISTING SURFACES WILL PROVIDE A SUITABLE SUBSTRATE FOR NEW MATERIALS AND FINISHES TO BE INSTALLED. L. T.G.C. TO MEET WITH LANDLORD'S AGENT TO REVIEW CONSTRUCTION PROCEDURES AND DOCUMENTS PRIOR TO STARTING CONSTRUCTION. M. T.G.C. TO PROVIDE A SUBCONTRACTOR'S LIST TO THE OWNER PRIOR TO STARTING CONSTRUCTION. SECTION 01 73 29 - CUTTING AND PATCHING A. DESCRIPTION OF REQUIREMENTS: 1. "CUTTING AND PATCHING INCLUDES CUTTING INTO EXISTING CONSTRUCTION TO PROVIDE FOR THE INSTALLATION OR PERFORMANCE OF OTHER WORK AND SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION. 2. "CUTTING AND PATCHING" IS PERFORMED FOR COORDINATION OF THE WORK, TO UNCOVER WORK FOR ACCESS OR INSPECTION, TO OBTAIN SAMPLES FOR TESTING, TO PERMIT ALTERATIONS TO BE PERFORMED OR FOR OTHER SIMILAR PURPOSES. 3. "SELECTIVE DEMOLITION" IS RECOGNIZED AS A RELATED -BUT -SEPARATE CATEGORY OF WORK, WHICH MAY OR MAY NOT REQUIRE CUTTING AND PATCHING AS DEFINED IN THIS SECTION (SEE SECTION 02 41 19). 4. REFER TO OTHER SECTIONS OF THESE SPECIFICATIONS FOR SPECIFIC CUTTING AND PATCHING REQUIREMENTS AND LIMITATIONS APPLICABLE TO INDIVIDUAL UNITS OF WORK. 5. UNLESS OTHERWISE SPECIFIED, REQUIREMENTS OF THIS SECTION APPLY TO MECHANICAL AND ELECTRICAL WORK. REFER TO THE MECHANICAL AND ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND LIMITATIONS ON CUTTING AND PATCHING OF MECHANICAL AND ELECTRICAL WORK. B. QUALITY ASSURANCE: 1. REQUIREMENTS FOR STRUCTURAL WORK: DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF LOAD -CARRYING CAPACITY OR OF LOAD -DEFLECTION RATIO. 2. OPERATIONAL AND SAFETY LIMITATIONS: DO NOT CUT AND PATCH OPERATIONAL ELEMENTS OR SAFETY RELATED COMPONENTS IN A MANNER THAT WOULD RESULT IN A REDUCTION OF THEIR CAPACITY TO PERFORM IN THE MANNER INTENDED, INCLUDING ENERGY PERFORMANCE, OR THAT WOULD RESULT IN INCREASED MAINTENANCE, OR DECREASED OPERATIONAL LIFE OR DECREASED SAFETY. 3. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH WORK EXPOSED ON THE BUILDING'S EXTERIOR OR IN ITS OCCUPIED SPACES, IN A MANNER THAT WOULD, IN THE ARCHITECT/ENGINEER'S OPINION, RESULT IN LESSENING THE BUILDING'S AESTHETIC QUALITIES. DO NOT CUT AND PATCH WORK IN A MANNER THAT WOULD RESULT IN SUBSTANTIAL VISUAL EVIDENCE OF CUTAND PATCH WORK. REMOVE AND REPLACE WORK JUDGED BY THE ARCHITECT/ENGINEER TO BE CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER. C. SUBMITTALS: 1. PROCEDURAL PROPOSAL FOR CUTTING AND PATCHING: WHERE PRIOR APPROVAL OF CUTTING AND PATCHING IS REQUIRED, SUBMIT PROPOSED PROCEDURES FOR THIS WORK WELL IN ADVANCE OF THE TIME WORK WILL BE PERFORMED AND REQUEST APPROVAL TO PROCEED. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE, IN THE SUBMITTAL: 2. DESCRIBE NATURE OF THE WORK AND HOW IT IS TO BE PERFORMED, INDICATING WHY CUTTING AND PATCHING CANNOT BE AVOIDED. DESCRIBE ANTICIPATED RESULTS OF THE WORK IN TERMS OF CHANGES TO EXISTING WORK, INCLUDING STRUCTURAL, OPERATIONAL AND VISUAL CHANGES AS WELL AS OTHER SIGNIFICANT ELEMENTS. 3. LIST UTILITIES THAT WILL BE DISTURBED OR OTHERWISE BE AFFECTED BY WORK, INCLUDING THOSE THAT WILL BE RELOCATED AND THOSE THAT WILL BE OUT -OF -SERVICE TEMPORARILY. INDICATE HOW LONG UTILITY SERVICE WILL BE DISRUPTED. 4. WHERE CUTTING AND PATCHING OF STRUCTURAL WORK INVOLVES THE ADDITION OF REINFORCEMENT, SUBMIT DETAILS AND ENGINEERING CALCULATIONS TO SHOW HOW THAT REINFORCEMENT IS INTEGRATED WITH ORIGINAL STRUCTURE TO SATISFY REQUIREMENTS. 5. APPROVAL BY THE ARCHITECT/ENGINEER TO PROCEED WITH CUTTING AND PATCHING WORK DOES NOT WAIVE THE ARCHITECT/ENGINEER'S RIGHT TO LATER REQUIRE COMPLETE REMOVAL AND REPLACEMENT OF WORK FOUND TO BE CUT AND PATCHED IN AN UNSATISFACTORY MANNER. D. MATERIALS: EXCEPT AS OTHERWISE INDICATED, OR AS DIRECTED BY THE ARCHITECT/ ENGINEER, USE MATERIALS FOR CUTTING AND PATCHING THAT ARE IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL MATERIALS ARE NOT AVAILABLE, OR CANNOT BE USED, USE MATERIALS THAT MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL EFFECT. USE MATERIALS FOR CUTTING AND PATCHING THAT WILL RESULT IN EQUAL -OR -BETTER PERFORMANCE CHARACTERISTICS E. INSPECTION: 1. BEFORE CUTTING, EXAMINE THE SURFACES TO BE CUT AND PATCHED AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. IF UNSAFE OR OTHERWISE UNSATISFACTORY CONDITIONS ARE ENCOUNTERED, TAKE CORRECTIVE ACTION BEFORE PROCEEDING WITH THE WORK. 2. BEFORE THE START OF CUTTING WORK, MEET AT THE WORK SITE WITH ALL PARTIES INVOLVED IN CUTTING AND PATCHING, INCLUDING MECHANICAL AND ELECTRICAL TRADES. REVIEW AREAS OF POTENTIAL INTERFERENCE AND CONFLICT BETWEEN THE VARIOUS TRADES. COORDINATE LAYOUT OF THE WORK AND RESOLVE POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK. F. PREPARATION: 1. TEMPORARY SUPPORT: TO PREVENT FAILURE PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. 2..PROTECTION: PROTECT OTHER WORK DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR THAT PART OF THE PROJECT THAT MAY BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS. AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO ADJOINING AREAS. 3. TAKE PRECAUTIONS NOT TO CUT EXISTING PIPE, CONDUIT OR DUCT SERVING THE BUILDING BUT SCHEDULED TO BE RELOCATED UNTIL PROVISIONS HAVE BEEN MADE TO BYPASS THEM. G. PERFORMANCE: 1. GENERAL: EMPLOY SKILLED WORKMEN TO PERFORM 'CUTTING AND PATCHING WORK. EXCEPT AS OTHERWISE INDICATED OR AS APPROVED BYTHE ARCHITECT/ENGINEER, PROCEED WITH CUTTING AND PATCHING AT THE EARLIEST FEASIBLE TIME AND COMPLETE WORK WITHOUT DELAY. 2. CUTTING: CUT THE WORK USING METHODS THAT ARE LEAST LIKELY TO DAMAGE WORKTO BE RETAINED OR ADJOINING WORK. WHERE POSSIBLE REVIEW PROPOSED PROCEDURES WITH THE ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S RECOMMENDATIONS. 3. IN GENERAL, WHERE CUTTING IS REQUIRED USE HAND OF SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. CUT THROUGH CONCRETE AND MASONRY USING A CUTTING MACHINE SUCH AS A CARBORUNDUM SAW OR CORE DRILL TO ENSURE A NEAT HOLE. CUT HOLES AND SLOTS NEATLY TO SIZE REQUIRED WITH MINIMUM DISTURBANCE OF ADJACENT WORK. TO AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. 4. BY-PASS UTILITY SERVICES SUCH AS PIPE AND CONDUIT, BEFORE CUTTING, WHERE SUCH UTILITY SERVICES ARE SHOWN OR REQUIRED TO BE REMOVED, RELOCATED OR ABANDONED. CUT-OFF CONDUIT AND PIPE IN WALLS OR PARTITIONS TO BE REMOVED. AFTER BY-PASS AND CUTTING, CAP, VALVE OR PLUG AND SEAL TIGHT REMAINING PORTION OF PIPE AND CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR OTHER FOREIGN MATTER. 5. PATCHING: PATCH WITH SEAMS WHICH ARE DURABLE AND AS INVISIBLE AS POSSIBLE. COMPLY WITH SPECIFIED TOLERANCES FOR THE WORK. 6. WHERE FEASIBLE, INSPECT AND TEST PATCHED AREAS TO DEMONSTRATE INTEGRITY OF WORK. 7. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND WHERE NECESSARY EXTEND FINISH RESTORATION INTO RETAINED ADJOINING WORK IN A MANNER WHICH WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. 8. WHERE REMOVAL OF WALLS OR PARTITIONS EXTENDS ONE FINISHED AREA INTO ANOTHER FINISHED AREA, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE TO PROVIDE AN EVEN SURFACE OF UNIFORM COLOR AND APPEARANCE. IF NECESSARY TO ACHIEVE UNIFORM COLOR AND APPEARANCE, REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW MATERIALS. 9. WHERE PATCH OCCURS IN A SMOOTH PAINTED SURFACE, EXTEND FINAL PAINT COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING PATCH, AFTER PATCHED AREA HAS RECEIVED PRIME AND BASE COAT. 10..CLEANING: THOROUGHLY CLEAN AREAS AND SPACES WHERE WORK IS PERFORMED OR USED AS ACCESS TO WORK. REMOVE COMPLETELY PAINT, MORTAR, OILS, PUTTY AND ITEMS OF SIMILAR NATURE. THOROUGHLY CLEAN PIPING, CONDUIT AND SIMILAR FEATURES BEFORE PAINTING OR OTHER FINISHING IS APPLIED. RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION. SECTION 01 41 00 - REGULATORY REQUIREMENTS A. BUILDING PERMITS: L E FOR BUILDING PERMIT T.G.C. PAYS FEE 1. OWNER APP I S , AT TIME OF ISSUANCE. 2. T.G.C. RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS NECESSARY FOR THE COMPLETION OF THE INDICATED WORK. SECTION 01 50 00 - TEMPORARY FACILITIES FURNISH ALL TEMPORARY FACILITIES AND TEMPORARY UTILITIES REQUIRED FOR USE AND CONVENIENCE OF THOSE ENGAGED IN PROJECT WORK. A. IN ACCORDANCE WITH STANDARD CODE REGULATIONS, A SAFETY BARRIER MUST BE ERECTED AROUND THE CONSTRUCTION AREAS FACING ONTO THE COMMON AREA. COMPLY WITH LANDLORD -APPROVED STANDARD FOR BARRIER CONSTRUCTION. INSTALL OR PAINT SIGN INDICATING "COMING SOON -SCRUBS & BEYOND" ON BARRIER WITHIN 5 DAYS OF THE START OF CONSTRUCTION. B. DUST AND DIRT: PROVIDE SATISFACTORY CONTROL. PROTECT OCCUPANTS, NEIGHBORING PROPERTY, PASSERSBY, CUSTOMERS, AND VISITORS FROM INJURY OR DISCOMFORT FROM DUST. C. STORE AND PROTECT PRODUCTS PER MANUFACTURER'S INSTRUCTIONS WITH SEALS AND LABELS INTACT AND LEGIBLE. STORE SENSITIVE PRODUCTS INA CLIMATE CONTROLLED ENVIRONMENT. SECTION 01 70 00 - PROJECT CLOSE-OUT A. FINAL CLEANING: CLEAN IN ACCORDANCE WITH EXCELLENT HOUSEKEEPING PRACTICES. REMOVE GREASE, MASTIC, ADHESIVES, DUST, DIRT, STAINS, FINGERPRINTS, LABELS, AND OTHER FOREIGN MATERIALS FROM SIGHT -EXPOSED SURFACES. WASH AND SHINE STOREFRONT GLAZING AND MIRRORS. POLISH GLOSSY SURFACES TO SHINE CLEARLY. VACUUM CLEAN ALL CARPETS. VERIFY ENTIRE WORK AREA IS CLEAN. B. MATERIALS AND MAINTENANCE MANUALS: MANUALS TO INCLUDE OPERATION AND MAINTENANCE INSTRUCTIONS AND COMPLETE PARTS LISTS AS FURNISHED BY MANUFACTURER FOR ALL SYSTEMS, EQUIPMENT, FIXTURES. FURNISH FINISHED COPIES IN OVERSIZED ENVELOPE, OVERSIZED DRAWINGS ACCORDION -FOLDED. INCLUDE TYPEWRITTEN INDEX AND TABBED DIVIDERS BETWEEN CATEGORIES. C. EXTRA STOCK: TURN OVER EXTRA STOCK SPECIFIED IN TECHNICAL SECTIONS TO OWNER'S REPRESENTATIVE, STORE WHERE DIRECTED. D. THE FOLLOWING WORK CONSTITUTES SUBSTANTIAL COMPLETION: 1. ALL CONSTRUCTION TO BE COMPLETE, READY FOR USE FOR WHICH THE PROJECT IS INTENDED. 2. ALL CLEANING, VACUUMING AND DUSTING COMPLETE. 3. ALL DEBRIS, SCAFFOLDS, LADDERS, TOOLS AND EQUIPMENT REMOVED FROM JOB SITE. 4. MECHANICAL: ALL SYSTEMS IN OPERATING CONDITION, ALL CONTROLS, DIFFUSERS AND REGISTERS COMPLETE; SYSTEMS BALANCED (BALANCING REPORT REQUIRED FOR PUNCH LIST INSPECTION); ALL PLUMBING COMPLETE. 5. ELECTRICAL: ALL SYSTEMS IN OPERATING CONDITION, COMPLETE WITH TRIM; ALL LIGHT FIXTURES OPERABLE WITH LAMPS AND LENSES; MAINTENANCE DATA. 6. CERTIFICATE OF OCCUPANCY OBTAINED FROM LOCAL AGENCIES. 7. LANDLORD APPROVAL TO OPEN UNIT FOR BUSINESS. E. GENERAL CONTRACTOR: TO LEAVE DUMPSTER AFTER SUBSTANTIAL COMPLETION FOR RETAIL OPERATIONS TO DISPOSE OF MERCHANDISING TRASH WHEN STOCKING STORE. T.G.C. RESPONSIBLE FOR ONE (1) DUMP FEE FOR THIS PURPOSE AS WELL AS HAVING DUMPSTER PERMANENTLY REMOVED. F. AS -BUILT DOCUMENTS MUST BE SUBMITTED PRIOR TO APPROVAL OF LAST PAYMENT. IT IS ALSO TO BE A PUNCH LIST ITEM. SECTION 02 41 19 - SELECTIVE DEMOLITION A. THE EXTENT OF SELECTIVE DEMOLITION WORK IS INDICATED ON THE DRAWINGS, T.G.C. TO VERIFY AMOUNT AND EXTENT OF WORK INVOLVED. DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO, THE SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DISPOSAL OF THE FOLLOWING: 1. PORTIONS OF BUILDING STRUCTURE INDICATED ON DRAWINGS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 2. REMOVAL OF INTERIOR PARTITIONS AS INDICATED ON DRAWI NGS. 3. REMOVAL OF DOORS AND FRAMES INDICATED ON DRAWI NGS. 4. REMOVAL AND PROTECTION OF EXISTING FIXTURES AND EQUIPMENT ITEMS DETERMINED BY FIELD SURVEY AND COORDINATED WITH THE OWNER. B. JOB CONDITIONS: 1. CONDITION OF STRUCTURES: OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. CONDITIONS EXISTING AT THE TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED BY OWNER INSOFAR AS PRACTICABLE. HOWEVER, VARIATIONS WITHIN STRUCTURE MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF SELECTIVE DEMOLITION WORK. 2. PARTIAL DEMOLITION AND REMOVAL: ITEMS TO BE REMOVED BUT OF SALVABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM STRUCTURE AS WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM SITE AS THEY ARE REMOVED. 3. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED. C. DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO COST TO THE OWNER. D. TRAFFIC: 1. CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. 2. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT WRITTEN PERMISSION FROM AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAY IF REQUIRED BY GOVERNING REGULATIONS. E. EXPLOSIVES: THE USE OF EXPLOSIVES IS NOT PERMITTED. F. UTILITY SERVICES: 1. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. 2. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO GOVERNING AUTHORITIES. G. ENVIRONMENTAL CONTROLS: 1. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT RISING AND SCATTERING IN AIR TO LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 2. DO NOT USE WATER WHEN IT MIGHT CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS ICE, FLOODING OR POLLUTION. H. INSPECTION: PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED. PHOTOGRAPH EXISTING CONDITIONS TO STRUCTURAL SURFACES, EQUIPMENT OR TO SURROUNDING PROPERTIES COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM SELECTIVE DEMOLITION WORK; FILE WITH OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK. I. HAZARDOUS MATERIALS: 1. IF THE PRESENCE OF HAZARDOUS MATERIAL AT THE JOB SITE IS ASCERTAINED BY THE OWNER PRIOR TO ISSUANCE OF CONSTRUCTION DOCUMENTS THE OWNER MAY ELECT, AT HIS OPTION, TO EMPLOY A HAZARDOUS MATERIAL ABATEMENT CONTRACTOR TO ISOLATE, REMOVE, AND DISPOSE OF THE HAZARDOUS MATERIALS IN A SAFE AND LEGAL MANNER. IF DEMOLITION IS REQUIRED TO EXPOSE CONCEALED HAZARDOUS MATERIALS THE OWNER MAY ENGAGE THE SERVICES OF AN ABATEMENT CONTRACTOR SIMULTANEOUS WITH THE GENERAL CONTRACTOR. IN SUCH A CASE, THE GENERAL CONTRACTOR WILL MEET WITH THE ABATEMENT CONTRACTOR AND THE OWNER'S REPRESENTATIVE TO DETERMINE AND COORDINATE THE WORK OF EACH RESPECTIVE CONTRACTOR. 2. IF THE PRESENCE OF UNANTICIPATED HAZARDOUS MATERIALS IS ASCERTAINED OR SUSPECTED DURING CONSTRUCTION, IMMEDIATELY CEASE WORK IN THE IMMEDIATE AREA OF THE MATERIAL ENCOUNTERED. CONTACT THE OWNER'S REPRESENTATIVE PRIOR TO ARRANGING TO HAVE THE TOXICITY AND EXTENT OF THE MATERIAL TESTED. A DETERMINATION BY THE OWNER AND HIS CONSULTANTS) WILL BE MADE AS TO THE PREFERRED METHOD OF ISOLATING, REMOVING AND DISPOSING OF THE HAZARDOUS MATERIAL. 3. THE GENERAL CONTRACTOR MAY BE ASKED TO SUBMIT A PROPOSAL TO THE OWNER FOR REMOVAL AND DISPOSAL OF THE HAZARDOUS MATERIAL BY LICENSED AND QUALIFIED PERSONNEL IN A SAFE AND LEGAL MANNER. THE OWNER, AT HIS OPTION, MAY ELECT TO SOLICIT PROPOSALS FROM OTHER QUALIFIED CONTRACTORS FOR THE SAME SCOPE OF WORK IN WHICH CASE THE SCOPE OF WORK TO BE PERFORMED BY EACH OF THE CONTRACTORS WILL BE DETERMINED IN A JOINT MEETING WITH OWNER'S REPRESENTATIVE. J. PREPARATION: 1. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND THE GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. 2. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. 3. CEASE OPERATIONS AND NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING OPERATIONS. 4. COVER AND PROTECT FINISHES, FURNITURE, EQUIPMENT, FIXTURES, ETC. TO REMAIN FROM SOILING OR DAMAGE WHEN DEMOLITION WORK IS PERFORMED IN ROOMS OR AREAS FROM WHICH SUCH ITEMS HAVE BEEN REMOVED. 5. ERECT AND MAINTAIN DUST PROOF PARTITIONS AND CLOSURES AS REQUIRED TO PREVENT SPREAD OF DUST OR FUMES TO OCCUPIED PORTIONS OF THE BUILDING. 6. PROVIDE WEATHERPROOF CLOSURES FOR EXTERIOR OPENINGS RESULTING FROM DEMOLITION WORK.LOCATE, IDENTIFY, STUB OFF AND DISCONNECT UTILITY SERVICES THAT ARE NOT INDICATED TO REMAIN. 7. PROVIDE BY-PASS CONNECTIONS AS NECESSARY TO MAINTAIN CONTINUITY OF SERVICE TO OCCUPIED AREAS OF THE BUILDING. PROVIDE MINIMUM OF 72 HOURS ADVANCE NOTICE TO OWNER IF SHUTDOWN OF SERVICE IS NECESSARY DURING CHANGE -OVER. K. DEMOLITION: 1. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS AS REQUIRED TO COMPLETE THE WORK INDICATED THE ON DRAWINGS IN ACCORDANCE WITH THE DEMOLITION SCHEDULE AND GOVERNING REGULATIONS. 2. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. CUT CONCRETE AND MASONRY AT JUNCTURES WITH CONSTRUCTION TO REMAIN USING POWER -DRIVEN MASONRY SAW OR HAND TOOLS; DO NOT USE POWER DRIVEN IMPACT TOOLS. 3. LOCATE DEMOLITION EQUIPMENT THROUGHOUT STRUCTURE AND PROMPTLY REMOVE DEBRIS TO AVOID IMPOSING EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS OR FRAMING. 4. PROVIDE SERVICES FOR EFFECTIVE AIR AND WATER POLLUTION CONTROLS AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. FOR INTERIOR SLABS ON GRADE, USE REMOVAL METHODS THAT WILL NOT CRACK OR STRUCTURALLY DISTURB ADJACENT SLABS OR PARTITIONS. USE POWER SAW WHERE POSSIBLE. 5. IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS WHICH CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH THE NATURE AND EXTENT OF THE CONFLICT, SUBMIT REPORT TO OWNER'S REPRESENTATIVE IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF DIRECTIVE FROM OWNER'S REPRESENTATIVE, REARRANGE THE SELECTIVE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE JOB PROGRESS WITHOUT DELAY. L. SALVAGE MATERIALS: 1. SALVAGE ITEMS: CONDUCT A WALK-THROUGH WITH THE OWNER'S REPRESENTATIVE TO DETERMINE WHICH COMPONENTS, IF ANY, ARE TO BE SALVAGED AND TURNED OVER TO THE OWNER. COMPILE A LIST IMMEDIATELY AFTER WALK-THROUGH AND SUBMIT TO OWNER FOR REVIEW AND APPROVAL. CONSULT WITH THE OWNER'S REPRESENTATIVE TO DETERMINE MANNER IN WHICH SALVAGED MATERIALS WILL BE STORED. 2. DISPOSAL OF DEMOLISHED MATERIALS: 3. REMOVE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. 4. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE. M. CLEAN-UP AND REPAIR: 1. UPON COMPLETION OF THE DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTIONS AND LEAVE INTERIOR AREAS BROOM CLEAN. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURES AND SURFACES TO REMAIN TO CONDITION EXISTING PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION DAMAGED BY SELECTIVE DEMOLITION WORK. 2. REMOVE PROTECTIONS UPON COMPLETION OF THE WORK. SECTION 03 10 00 - CONCRETE WORK A. WHERE THERE IS AN EXISTING CONCRETE FLOOR SLAB, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED ON DRAWI NGS. . B. CONTRACTOR SHALL INSPECT JOB SITE CONDITIONS AND REPORT ANY VARIATIONS IN LEVEL OR SURFACE OF THE EXISTING SLAB THAT WOULD AFFECTTHE AESTHETICS OR WEARABILITY OF THE FLOOR FINISH. GRIND HIGH SPOTS AS REQUIRED. FILL LOW SPOTS AND LEVEL UNEVEN SLABS WITH ARDEX K-15 SELF -LEVELING UNDERLAYMENT CONCRETE OR APPROVED EQUAL. PREPARE SLAB AND INSTALL LEVELER IN STRICT ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS. C. T.G.C. SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF PLUMBING, ELECTRICAL AND MECHANICAL WORK. ALL PENETRATIONS OF THE SLAB SHALL BE COORDINATED WITH THE LANDLORD TENANT COORDINATOR. . D. ALL FLOOR PENETRATIONS TO BE WATERPROOFED PER LANDLORD'S REQUIREMENTS. SECTION 03 35 00 CONCRETE FINISHING A. ALL EXPOSED CONCRETE FLOORS TO HAVE FLOOR SEALER B. APPLY UNIFORMLY TO FLOORS AND SLABS INDICATED IN A CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. C. DO NOT DILUTE CURING AND SEALING COMPOUND. D. PROTECT SURFACES FROM TRAFFIC UNTIL SEALING COMPOUND HAS DRIED. SECTION 05 40 00 - COLD -FORMED METAL FRAMING A. CODES AND STANDARDS: 1. ASTM C754 INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD. 2. ASTM C-645, SPECIFICATION FOR NON -LOAD (AXIAL) -BEARING STEEL STUDS, RUNNERS (TRACK) AND RIGID FURRING CHANNELS FOR SCREW APPLICATION FOR GYPSUM BOARD. B. MATERIALS: 1. STEEL STUDS, RUNNERS, AND CHANNELS: CONFORM TO ASTM C-645. 2. AS INDICATED ON DRAWINGS. C. INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S RECOMMENDATIONS. SECTION 06 05 00 - FASTENERS AND ADHESIVES A. MATERIALS: CONFORM TO BUILDING CODE FOR FASTENERS TO BE USED ON STRUCTURAL MEMBERS. REFER TO MANUFACTURER'S LITERATURE FOR RECOMMENDED TYPE, SIZE AND SPACING FOR FASTENERS FOR COLD FORMED METAL FRAMING. SECTION 06 10 00 - ROUGH CARPENTRY A. ALL WOOD STUD FRAMEWORK, WOOD BLOCKING, AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY LOCAL CODES AND LANDLORD REQUIREMENTS. B. WOOD FRAMING MEMBERS SHALL BE NO.1 LIGHT FRAMING DOUGLAS FIR OR NO.2 OR BETTER YELLOW PINE. C. ROUGH LUMBER AND PLYWOOD: 1. LUMBER HAVING MODULES OF ELASTICITY OF NOT LESS THAN 1,600,000 PSI AND ALLOWABLE FIBER STRESS OF . MORE THAN 1400 PSI, IN STANDARD DIMENSIONS, MOISTURE CONTENT NOT MORE THAN 19%. FIRE TREATMENT OF ALL ROUGH LUMBER AND PLYWOOD IS AS FOLLOWS: 2. ROUGH LUMBER TREATED WITH PRESSURE FIRE RETARDANT PER AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD AWPA C20, EACH PIECE TO BEAR U.L. LABEL, "FR -S". 3. PLYWOOD AND PARTICLE BOARD TREATED WITH PRESSURE FIRE RETARDANT PER AMERICAN WOOD PRESERVERS ASSOCIATION STAN-DARD AWPA C27, EACH PIECE TO BEAR U.L. LABEL. PLYWOOD CONCEALED FROM VIEW ONLY. SECTION 06 20 00 - FINISH CARPENTRY SEE "DIVISION OF WORK SCHEDULE" FOR ITEMS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR A. CODES AND STANDARDS: AWI, QUALITY -STANDARDS AND GUIDE SPECIFICATIONS MANUAL. B. FINISHED LUMBER: 1. INTERIOR PAINT GRADE WOOD: HEMFIR OR SOUTHERN PINE, WWPA CASING AND BASE, MG, B AND BTR OR EQUAL. MOISTURE CONTENT, KILN DRIED, NOT MORE THAN 9% WHEN DELIVERED. 2. FLAME SPREAD RATING AS NOTED ON DRAWINGS OR AS REQUIRED BY CODE. C. PLYWOOD 1. PAINT GRADE PLYWOOD APA GROUP 1, GRADE A -C INTERIOR PLYWOOD. 2. FLAME SPREAD RATING AS NOTED ON DRAWING OR AS REQUIRED BY CODE. D. FABRICATION: CONFORM TO AWI QUALITY STANDARDS, "CUSTOM" GRADE. RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5 INCHES WIDE AND 1 INCH NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS. E. INSTALLATION: 1. INSTALL ALL MATERIAL WITH TIGHT JOINTS. 2. MITER CASINGS AND MOLDINGS. 3. ALL RUNNING TRIM ONE PIECE UP TO 10'-0". MATCH GRAIN AND COLOR PIECE TO PIECE. 4. USE FINISH NAILS EXCEPT WHERE SCREWS SHOWN. SET FASTENERS FOR PUTTYING. 5. EASE ALL EXPOSED WOOD EDGES 1/8" WIDE MINIMUM RADIUS, OR AS INDICATED. SECTION 06 40 00 - ARCHITECTURAL WOODWORK A. ALL WORK IS TO BE PERFORMED IN COMPLIANCE WITH "ARCHITECTURAL WOODWORK QUALITY STANDARDS, GUIDE SPECIFICATIONS AND QUALITY CERTIFICATION PROGRAM" CUSTOM GRADE, AS PUBLISHED BY THE ARCHITECTURAL WOODWORK INSTITUTE. ANY QUESTIONS CONCERNING APPLICATION OF THESE STANDARDS SHALL BE REFERRED TO THE ARCHITECT. B. T.G.C. TO PROVIDE AND INSTALL WOODWORK AS INDICATED ON THE PLANS. T.G.C, TO PROVIDE AND INSTALL PLASTIC LAMINATE ON SURFACES AS INDICATED ON THE PLANS. SECTION 08 11 00 - METAL DOORS AND FRAMES A. DESCRIPTION OF SYSTEMS: REFER TO "DOOR SCHEDULE" FOR DOOR SPECIFICATIONS. B. FIRE LABELS: PROVIDE UNDERWRITERS' LABELS ON DOORS AND FRAMES FOR CLASS INDICATED (IF REQUIRED). C. REFERENCE STANDARDS: NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS NAAMM-CHM1 SPECIFICATION FOR CUSTOM HOLLOW METAL DOORS AND FRAMES. NAAMMFIRE-RATED CUSTOM METAL DOORS AND FRAMES. D. PREPARATION FOR FINISH HARDWARE: 1. WORK TO TEMPLATES FOR ALL HARDWARE. 2. CONFORM TO STANDARDS OF HARDWARE MANUFACTURER. SECTION 08 70 00 - HARDWARE PROVIDE ALL FINISH HARDWARE FOR COMPLETE WORK, IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY AND ARE NOT GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK SHALL BE FURNISHED, MATCHING IN QUALITY AND FINISH THE ITEMS SPECIFIED. A. GENERAL REQUIREMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARDWARE IN LOCATIONS SPECIFIED. THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH HARDWARE UNTIL INSTALLATION IS MADE. THE HARDWARE SUPPLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. B. KEYS & KEYING: 1. ALL CYLINDER ITEMS SHALL BE CONSTRUCTION KEYED WHILE WORK IS BEING DONE. 2. UPON COMPLETION, T.G.C. TO RE -KEY CYLINDERS. C. HARDWARE GROUPS: PER DRAWINGS. D. EXISTING HARDWARE GROUPS: 1. OR ALL HARDWARE GROUPS WHERE THERE ARE EXISTING DOORS AND HARDWARE, GENERAL CONTRACTOR SHALL INSPECT THE EXISTING HARDWARE, ITS' 2. CONDITION AND TYPE, FOR COMPLIANCE WITH THE HARDWARE GROUPS LISTED ON THE DRAWINGS. ANY HARDWARE EQUAL TO THE PRODUCTS SPECIFIED SHALL BE ALLOWED TO BE USED WHEN SCHEDULED FOR REUSE. ANY HARDWARE INCLUDED IN THE SCHEDULE, BUT NOT EXISTING AT THE PROJECT SITE OR VERIFIED TO BE INSTALLED BY THE LANDLORD, SHALL BE PROVIDED FOR THE PROJECT AND INSTALLED BY THE GENERAL CONTRACTOR PER SPECIFICATIONS. REFER ANY QUESTIONS CONCERNING REUSE OF EXISTING HARDWARE TO THE ARCHITECT FOR RESOLUTION. EXISTING HARDWARE SHALL BE REKEYED TO BE COMPATIBLE WITH ITEMS SPECIFIED IN THE HARDWARE SCHEDULE. E. INSTALLATION OF FINISH HARDWARE: 1. INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. INSTALL NO HARDWARE UNTIL SUBSTRATE FINISHES ARE COMPLETE. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHES. SET ITEMS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR A SECURE INSTALLATION. DRILL AND COUNTERSINK ITEMS WHICH ARE NOT FACTORY -PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH INDUSTRY STANDARDS. LOCATIONS: UNLESS OTHERWISE INDICATED, LOCATE HARDWARE IN ACCORDANCE WITH DHI RECOMMENDED LOCATIONS. 2. QUESTIONS RELATED TO HARDWARE LOCATIONS SHALL BE REFERRED TO THE ARCHITECT. F. ADJUSTMENT AND CLEANING: ADJUST AND CHECK EACH ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION AND FUNCTION OF EACH UNIT. LUBRICATE ALL MOVING PARTS WITH GRAPHITE -TYPE LUBRICANT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. SECTION 08 80 00 - GLAZING AND MIRRORS PROVIDE GLAZING AND RETAIL MATERIALS FOR ALL INDICATED EXTERIOR AND INTERIOR OPENINGS, INCLUDING RETAIL MIRRORS AND TOILET MIRROR. A. TEMPERED GLASS: 1. HEAT-TREATED ANNEALED FLOAT GLASS CERTIFIED AS SAFETY GLASS, CONFORMING TO FED. SPEC. DD -G -1403B(1). 2. PROVIDE GLASS WITH CHAMFERED EDGES, SAW CUT FINISH AT EDGES TO BE SEALED; POLISHED AT EDGES TO BE EXPOSED IN THE FINISHED WORK. 3. PERFORM ALL CUTTING BEFORE TEMPERING GLASS. B. MIRRORS: 1. CONFORM TO FED. SPEC. DD -Q -451D(1), 1/4" POLISHED PLATE GLASS MIRROR ELECTROLYTICALLY COPPER PLATED BACK, GUARANTEED AGAINST SILVER BACKING FAILURE FOR MINIMUM OF TEN YEARS. SEE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. 2. CAULK AROUND EDGES OF MIRRORS WITHOUT FRAME C. GLAZING CHANNELS: 1. PROVIDE EXTRUDED ALUMINUM GLAZING CHANNELS AND END CAPS; LOCATIONS AND PROFILES AS INDICATED. 2. FINISH: ANODIZED BLACK UNLESS INDICATED OTHERWISE ON DRAWINGS. D. GLAZING SEALANTS AND ADHESIVE: AS RECOMMENDED BY GLASS MANUFACTURER AND AS REQUIRED FOR TYPE OF INSTALLATION. SECTION 09 29 00 - GYPSUM WALLBOARD A. CODES AND STANDARDS: GYPSUM ASSOCIATION, GA -216, RECOMMENDED SPECIFICATIONS FOR APPLICATION AND FINISHING OF GYPSUM BOARD. ASTM C-36, SPECIFICATION FOR GYPSUM WALLBOARD. B. MATERIALS: CONFORMING TO ASTM C-36, AND DELIVERED TO THE JOB SITE WITH END TAPERS BEARING UNDERWRITERS LABORATORIES LABEL, WITH THE CORRECT DESIGN NUMBER FOR THESE DRAWINGS AND SPECIFICATIONS UNLESS SHOWN DIFFERENTLY ON PLANS. WATER-RESISTANT BOARD, 5/8" THICK, TAPED EDGES, ASTM C-630. 1. FINISH: TYPE S, BUGLE HEAD, LENGTH AS REQUIRED. CONFORMING TO ASTM C-646. 2. TREATMENT MATERIALS: JOINT TYPE AND COMPOUND AS RECOMMENDED BY WALLBOARD MANUFACTURER, CONFORMING TO ASTM C-474-5. 3. CORNER BEADS, METAL TRIM, AND OTHER ACCESSORIES SHALL BE GALVANIZED STEEL. 4. USE 5/8" TYPE "X" TILE BACKER BOARD (USG DUROCK OR APPROVED EQUAL) AS A SUBSTRATE FOR TILE TO BE APPLIED TO VERTICAL SURFACES UNLESS OTHERWISE INDICATED. 5. VERIFY THAT THE EXISTING WALL SURFACE IS SMOOTH AND SUITABLE AS A SUBSTRATE FOR THE FINISH(ES) LISTED ON THE FINISH SCHEDULE. C. INSTALLATION: 1. INSTALL AND FINISH ACCORDING TO GA -216 AND WALL BOARD MANUFACTURER'S RECOMMENDATION WHERE 1 -HOUR FIRE RATING IS REQUIRED. 2. INSTALL WATER-RESISTANT GYPSUM WALLBOARD IN HIGH -MOISTURE AREAS SUCH AS TOILET ROOMS. 3. GYPSUM WALL BOARD INSTALLED ON METAL STUDS TO BE FASTENED WITH POWER DRIVEN, SELF -TAPPING DRYWALL SCREWS, ONE INCH OR LONGER IF REQUIRED. 4. BOARDS OF A MAXIMUM PRACTICABLE LENGTH SHALL BE USED SO THAT AN ABSOLUTE MINIMUM NUMBER OF END JOINTS OCCUR. WALLBOARD JOINTS AT OPENINGS SHALL BE LOCATED SO THAT NO END JOINT WILL ALIGN WITH EDGES OF THE OPENING. SCREWS SHALL BE LOCATED 1/8" MINIMUM TO 1/2" MAXIMUM OF EIGHT(8) INCHES O.C. ON WALLS. GYPSUM WALL BOARD ON PARTITIONS AND CONSTRUCTION EXTENDING TO THE STRUCTURE ABOVE SHALL BE CUT TO FIT TIGHTLY AROUND DECK FLUTING, STRUCTURAL MEMBERS AND OTHER PROTRUSIONS CROSSING THE PLANE OF THE WALL BOARD. 5. JOINT COMPOUND SHALL BE MIXED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS CONTAINED ON THE PACKAGE. 6. TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS APPROXIMATELY FOUR (4) INCHES WIDE. THIS IS TO BE IN A THREE COAT PROCESS, ALLOWING 24 HOURS DRYING TIME BETWEEN COATS. ALL NAILS, SCREWS HEADS OR DIMPLES SHALL ALSO RECEIVE A THREE COAT FINISH USING THE SAME MANNER. JOINTS TO BE SANDED SMOOTH. 7. ALL INSIDE CORNERS SHALL BE COATED WITH AT LEAST 2 COATS OF JOINT COMPOUND WITH THE EDGES FEATHERED OUT. 8. FLANGES OF CORNER BEADS AND TRIM SHALL BE CONCEALED BY AT LEAST 2 COATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY 9 INCHES ON BOTH SIDES OF THE EXPOSED METAL NOSE. 9. ALL WALLBOARD AND TREATED AREAS SHALL BE SMOOTH AND READY FOR WALL FINISH. SECTION 09 51 00 - ACOUSTICAL CEILING SYSTEMS RATED AND NON -RATED ACOUSTICAL TILE CEILINGS AND SUSPENSION SYSTEMS AS INDICATED. ACOUSTICAL TILE AND GRID FURNISHED AND INSTALLED BY T.G.C. PRODUCT INDICATED IN "FINISH MATERIAL SCHEDULE" A. CODES AND STANDARDS: ASTM C-635, STANDARD SPECIFICATION FOR METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND PANEL CEILINGS. ASTM C-636, STANDARD RECOMMENDED PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS. B. EXTRA STOCK: FURNISH TWO EXTRA BOXES OF EACH TILE PATTERN. C. ENVIRONMENT CONDITIONS: MAINTAIN HUMIDITY OF 55-70% MAXIMUM IN AREA WHERE MATERIAL INSTALLED 24 HOURS BEFORE, DURING, AND THEREAFTER. MAINTAIN TEMPERATURE OF 6OoF TO 7OoF BEFORE AND DURING INSTALLATION AND THEREAFTER. D. METAL SUSPENSION SYSTEM: 1. SYSTEM CONFORMING TO ASTM -C-635, HEAVY DUTY, MAXIMUM DEFLECTION 1/360 SPAN. EXPOSED TEE UNLESS INDICATED OTHERWISE. 2. NON -RATED AND RATED: HOUR RATING AND LOCATIONS AS INDICATED. 3. STRUTS AND SWAY BRACING: PROVIDE ALL REQUIRED FOR CONFORMANCE WITH LOCAL CODE SEISMIC REQUIREMENTS AND AS INDICATED. E. ACOUSTICAL TILES AND PANELS: MINERAL FIBER TILES AND PANELS, TYPE III, CLASS A, PER FED. SPEC. SS -S -MSB, SIZE, FIRE RATING, AND LOCATION AS INDICATED. F. INSTALLATION: 1. SUSPENSION SYSTEMS: INSTALL IN ACCORDANCE TO LOCAL CODE, ASTM C-636, AND MANUFACTURER'S RECOMMENDATIONS. COORDINATE WITH OTHER TRADES, SET WITH LASER EQUIPMENT. 2. ACOUSTICAL TILE: INSTALL IN LEVEL PLANE IN STRAIGHT LINE COURSES AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. RUN TILE GRAIN IN ONE DIRECTION. SECTION 09 90 00 - PAINTING PREPARATION OF NEW AND EXISTING SURFACES. PERFORMANCE AND COMPLETION OF PAINTING AND FINISHING NEW AND EXISTING EXTERIOR AND INTERIOR SURFACES. FINISH FOR FACTORY -PRIMED ITEMS. EXCEPT AS OTHERWISE INDICATED, ALL NEW AND EXISTING SURFACES SHALL HAVE FINISH APPLIED TO THEM. EXCEPT AS OTHERWISE INDICATED, ALL SURFACES SHALL HAVE (1) PRIMER COAT AND (2) FINISH COATS OF PAINT. A. COLORS: SEE "FINISH SCHEDULE" FOR FINISH COLOR AND MANUFACTURER. B. T.G.C. SHALL DO ALL TOUCH-UP AT COMPLETION OF THE JOB WHERE OTHER TRADES HAVE MARRED THE PAINTED SURFACES. CLEAN PAINT DROPPING FROM HARDWARE, FLOOR, ETC. C. MAINTENANCE MATERIALS: LEAVE ONE UNOPENED GALLON OF EACH TYPE AND COLOR FOR MAINTENANCE PURPOSES. LABEL FOR POSITIVE IDENTIFICATION, INCLUDE DESIGNATION INDICATED ON COLOR SCHEDULE, DATE OF MIXING, AND CROSS REFERENCE MANUFACTURER USED. D. PRODUCT DELIVERY, STORAGE, AND HANDLING: 1. DELIVER IN SEALED CONTAINERS WITH MANUFACTURER'S ORIGINAL LABELS LEGIBLE AND INTACT. 2. STORE I N MANNER RECOMMENDED BY THE MANUFACTURER AND AS REQUIRED BY BUILDING CODE AND COMPLY WITH HEALTH AND FIRE REGULATIONS. 3. TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PREVENT FIRE HAZARDS AND SPONTANEOUS COMBUSTION: PLACE COTTON WASTE, CLOTHS, AND OTHER HAZARDOUS MATERIALS IN CONTAINERS, AND DAILY REMOVE FROM SITE. E. ENVIRONMENTAL CONDITIONS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AS TO ENVIRONMENTAL CONDITIONS UNDER WHICH COATING AND COATING SYSTEMS CAN BE APPLIED. F. PROTECTION: 1. ADEQUATELY PROTECT OTHER SURFACES FROM DAMAGE. MAKE GOOD ANY DAMAGE CAUSED BY FAILURE TO PROVIDE SUITABLE PROTECTION. 2. REMOVAL OF HARDWARE AND MISCELLANEOUS ITEMS: REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS, FASTENINGS, AND THE LIKE PRIOR TO STARTING WORK. 3. DROP CLOTHS: PROVIDE DROP CLOTHS, SHIELDS, AND PROTECTIVE EQUIPMENT. EXTEND PROTECTION TO SURFACES WITHIN PREPARATION AREAS. G. GUARANTEE: FURNISH TWO-YEAR WARRANTY FOR FULL VALUE OF WORK INCLUDED THIS SECTION. H. MATERIALS NOT SPECIFICALLY INDICATED, BUT REQUIRED, SUCH AS LINSEED OIL, SHELLAC, THINNERS, AND THE LIKE TO BE OF QUALITY NOT LESS THAN REQUIRED BY APPLICABLE FEDERAL OR STATE SPECIFICATION STANDARDS. I. ALL WORK "PREMIUM GRADE". J. EXPOSED CONCRETE FLOOR: USE SHERWIN WILLIAMS INDUSTRIAL ENAMEL (ALKYD) VOLATILE ORGANIC COMPOUND, COMPLYING WHERE REQUIRED, #1002 "BIG CHILL" (IF REQUIRED) K. INSPECTION: VERIFY SUBSTRATE SATISFACTORY FOR WORK OF THIS SECTION. DO NOT PROCEED UNTIL DEFECTS HAVE BEEN CORRECTED. BY STARTING PAINTING THE CONTRACTOR IMPLIES THAT HE HAS ACCEPTED THE SURFACES AS BEING FREE OF DEFECTS. L. PREPARATION: NEW WORK 1. MISCELLANEOUS STEEL AND IRON, TO INCLUDE METAL DOORS AND FRAMES: a. SURFACES SHOP -PRIMED: REMOVE SURFACE CONTAMINATION FROM ALL SURFACES. AT FIELD WELDED OR ABRADED SPOTS, APPLY A PHOSPHORIC ACID ETCH SOLUTION AND LET SET FOR TIME RECOMMENDED BY ACID ETCH MANUFACTURER, RINSE WITH WATER, AND WHEN THOROUGHLY DRY, IMMEDIATELY APPLY PRIME COAT. b. SURFACES NOT SHOP PRIMED: REMOVE RUST AND SCALE BY WIRE BRUSHING OR OTHER METHODS. REMOVE DUST, DIRT, OIL, GREASE; CLEAN SURFACE BY SOLVENT WASH; APPLY PHOSPHORIC ACID SOLUTION AND LET SET FOR TIME RECOMMENDED BY ACID ETCH MANUFACTURER, RINSE WITH WATER, AND WHEN THOROUGHLY DRY, IMMEDIATELY APPLY PRIME COAT. 2. WOOD PRODUCTS TO BE PAINTED: REMOVE SURFACE CONTAMINATION, DIRT, AND MINOR GRIT. SPOT COAT KNOTS, PITCH STREAKS AND SAPPY SECTIONS WITH SEALER. FILL AND NAIL HOLES AND FINE CRACKS AFTER PRIMER HAS DRIED AND SAND SMOOTH, LEVEL WITH SURFACE READY FOR FINISH COAT. 3. GYPSUM WALLBOARD: a. REMOVE ANY MINOR SUBSEQUENT CONTAMINATION, DUST, AND DIRT. b. IF SURFACE DEFECTS APPEAR AFTER PRIME COATING, NOTIFY JOB SUPERINTENDENT. REQUIRE DEFECTS REPAIRED BY AND AT EXPENSE OF DRYWALL TRADE. AFTER DEFECTS ARE CORRECTED, PROCEED WITH FINISH PAINTING, AGAIN USING PRIMER OVER REPAIRED AREAS. M. PREPARATION: EXISTING WORK 1. CLEAN TO EXTENT REQUIRED, AND OR REMOVE EXISTING COATINGS. 2. WOOD PRODUCTS TO BE PAINTED: THICK AND SHARP EDGES OF PAINT BUILD-UPS, RUNS, AND SAGS SHALL BE SANDED SMOOTH (FEATHERED EDGE). REPAIR AND SAND SMOOTH ALL SURFACE DEFECTS, INCLUDING UNSET/RESET NAILS, CRACKS AND GOUGES. 3. GYPSUM WALLBOARD: FILL, SAND SMOOTH ALL SURFACE DEFECTS. SAND GLASSY SURFACES PRIOR TO APPLICATION OF PAINT. 4. EXPOSED CONCRETE: FLOOR SHALL BE CLEAN AND DRY, AND PREPARED IN ACCORDANCE WITH PAINT MANUFACTURERS REQUIREMENTS. N. APPLICATION: 1. APPLY PAINT OR FINISH BY METHODS GENERALLY ACCEPTED BY THE TRADE TO ACHIEVE APPROVED FINISHES. 2. COMPLY WITH RECOMMENDATIONS OF PRODUCT MANUFACTURER FOR DRYING TIME BETWEEN SUCCEEDING COATS. 3. VARY COLOR OF SUCCESSIVE UNDERCOATS. 4. SAND AND DUST BETWEEN EACH COAT TO REMOVE DEFECTS VISIBLE FROM A DISTANCE OF 5 FEET. 5. T.G.C. SHALL PAINT WALL SURFACES INDICATED ON PLANS WITH A NUMBER OF COATS AS INDICATED IN "FINISH SCHEDULE". 6. ALL PAINT WORK SHALL BE FIRST QUALITY WITH NO DEFECTS. 7. DRYWALL PAINT SHOULD BE APPLIED BY ROLLER. PAINT APPLIED TO WOOD SHALL BE BRUSHED ON. 8. DAMAGED FINISHES INCLUDING PREFINISHED OWNER FURNISHED ITEMS: PREPARE AND REFINISH AS SPECIFIED AND SCHEDULED FOR NEW WORK. ALL THE ABOVE SURFACES MAY NOT BE ENCOUNTERED DURING THE COURSE OF THIS PROJECT. 9. WHERE A TRANSPARENT CLASS A FINISH IS REQUIRED USE: MINNESOTA FIRE -CHEM NO. 6 SEALER, NO. 166 FIRE -RETARDANT INTUMESCENT VARNISH, AND NO. 176 OVERCOAT IN LOW -GLOSS, SEMI -GLOSS OR HIGH -GLOSS FINISH AS DIRECTED BY THE OWNER. 10. WHERE A TRANSPARENT CLASS B FINISH IS REQUIRED USE MINNESOTA FIRE -CHEM NO.129 BASE COAT WITH NO. 130 OVERCOAT IN LOW -GLOSS, SEMI -GLOSS OR HIGH -GLOSS FINISH AS DIRECTED BY THE OWNER. SECTION 10 14 00 - SIGNS INTERIOR AND EXTERIOR SIGNS PROVIDED BY THE OWNER AND ARE TO BE INSTALLED BY T.G.C. INCLUDE, BUT ARE NOT LIMITED TO, THE STOREFRONT SIGN, SALES AREA GRAPHICS, AND CASHWRAP LOGO A. SHOP DRAWINGS (BY SIGN MANUFACTURER): PROVIDE PLANS, ELEVATIONS, AND SECTIONS SHOWING TYPICAL MEMBERS, ANCHORS, LAYOUT, REINFORCEMENT, ACCESSORIES, AND INSTALLATION DETAILS. B. UL AND NEMA COMPLIANCE: PROVIDE ELECTRICAL COMPONENTS THAT ARE LABELED AND LISTED BY UL AND COMPLY WITH APPLICABLE NEMA STANDARDS. C. INSTALLATION: 1. LOCATE SIGNS WHERE INDICATED, USING MOUNTING METHODS SPECIFIED. INSTALL LEVEL, PLUMB, AND AT THE HEIGHT INDICATED, WITH SIGN SURFACES FREE FROM DISTORTION OR OTHER DEFECTS IN APPEARANCE. 2. CASHWRAP LOGO SIGN: ATTACH USING SIGN VENDORS WRITTEN SPECIFICATION. 3. DIMENSIONAL LETTERS AND NUMBERS: MOUNT CHARACTERS USING METHODS RECOMMENDED FOR LETTER FORM, TYPE OF MOUNTING, WALL CONSTRUCTION, AND CONDITION OF EXPOSURE INDICATED. PROVIDE HEAVY PAPER TEMPLATE TO ESTABLISH LETTER SPACING AND TO LOCATE HOLES FOR FASTENERS. D. CLEANING: AFTER INSTALLATION, CLEAN SOILED SURFACES. PROTECT UNITS FROM DAMAGE UNTIL ACCEPTANCE BY THE OWNER. SECTION 10 28 00 - TOILET ACCESSORIES TOILET ACCESSORIES TO BE PROVIDED AND INSTALLED BY T.G.C., AS INDICATED IN THE "RESTROOM ACCESSORY SCHEDULE". A. EXISTING TOILET ROOM ACCESSORIES: GENERAL CONTRACTOR SHALL INSPECT THE EXISTING ACCESSORIES, THEIR CONDITION AND TYPE, FOR COMPLIANCE WITH THE LIST OF TOILET ACCESSORIES IN THE'TOILET ACCESSORY SCHEDULE". ANY ACCESSORY EQUAL TO THE PRODUCTS SPECIFIED SHALL BE ALLOWED TO BE USED UPON APPROVAL BY THE OWNER. ANY ACCESSORY INCLUDED IN THE SCHEDULE, BUT NOT EXISTING AT THE PROJECT SITE OR VERIFIED TO BE INSTALLED BY THE LANDLORD, SHALL BE PROVIDED FOR THE PROJECT AND INSTALLED BY THE GENERAL CONTRACTOR PER SPECIFICATIONS. REFER ANY QUESTIONS CONCERNING REUSE OF EXISTING ACCESSORIES TO THE ARCHITECT FOR RESOLUTION. B. INSTALLATION: 1. FOLLOW MANUFACTURER'S DIRECTION SUITING INSTALLATION CONDITIONS, USING TAMPER PROOF OR CONCEALED FASTENERS. 2. PROVIDE AND INSTALL HANDRAILS IN SIZES AND LOCATIONS AS REQUIRED BY LOCAL AND STATE BUILDING CODES. ATTACH FIRMLY TO WALLS. SECTION 10 44 00 - FIRE FIGHTING EQUIPMENT PROVIDE MULTIPURPOSE DRY CHEMICAL FIRE EXTINGUISHERS, ABC TYPE OR THE MINIMUM REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. A. FIRE EXTINGUISHERS: UL LISTED EXTINGUISHER, 10 LB CAPACITY, ENAMELED STEEL CYLINDER WITH PRESSURE GAUGE. METAL VALVE AND SIPHON TUBE, REPLACEABLE MOLDED VALVE STEM SEALS, PULL PIN -UPRIGHT SQUEEZE GRIP OPERATION. SECTION 12 00 00 - FURNISHINGS ALL WALL FIXTURES AND CASH WRAPS ARE TO BE SET IN PLACE BY THE T.G.C. PROVIDE FIXTURES AS INDICATED ON THE PLANS TO BE PROVIDED BY THE T.G.C., ALL OTHERS SUPPLIED BY OWNER. A. INSTALL FIXTURES PLUMB AND LEVEL. ATTACH FIXTURES TO WALL WITH CONCEALED FASTENERS, ATTACH TO METAL STUDS WHERE POSSIBLE. B. KEEP FIXTURES PROTECTED UNTIL CONSTRUCTION HAS BEEN COMPLETED. IF PROBLEMS ARE EXPERIENCED IN THE PLACEMENT OF FIXTURES, CONTACT THE ARCHITECT TO RESOLVE THE MANNER IN WHICH THE SITUATION IS TO BE CORRECTED. REPAIR ANY DAMAGE TO FIXTURES BEFORE CONSTRUCTION IS COMPLETE. C. ALL MOVABLE FLOOR FIXTURES WILL BE FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE SPECIFIED. 2,, q.� 0 i w�,,o t, B A R R Y° J A Y G R E E N B E R G A R C H I T E C T 2710 Sutton Blvd. St. Louis, MO 63143 www.acig-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL REPORTS, PLANS, SPECIFICATIONS, FIELD DATA, NOTES AND OTHER DOCUMENTS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, PREPARED BY THE DESIGN PROFESSIONAL AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. . ISSUED DOCUMENTS NO. INITIALS DATE DESCRIPTION LANDLORD REVIEW SET 1/29/16 BID SET 2/2/16 PERMIT SET 2/2/16 X127 REGISi EI I"D ARCiiHU I - BAY J. GREENBERG ST EOFV'ASHINGTON Ci':'� i��= 'itJ " ILA-z.t-u• FEB 1 7 2016 BARRY J. GREENBERG PERMIT CENTER REGISTRATION#5127 EXPIRES: 7/22/2017 JOB NUMBER: I GROSS BLDG. SIZE: 2015.0479.00 3,880 SQ. FT. DATE: DRAWN BY: CHECKED BY: 2/2/16 I AJB I AJB ARCHITECTURAL SPECIFICATIONS ,{ x Sown �!w0 w5 = N LLLL 20-- 0 can o REUSE EXISTING > 2 � COMPONENTS WHERE <0w a POSSIBLE AND RECONFIGURE Jt TO ENSURE DESIGN INTENT. VERIFY IN FIELD. Fo VERIFY TIME SETTING ELECTROMECHANICAL WITH OWNER. TIME SWITCH EMITS POWER FROM 6am - 10pm LIGHTING CONTACTOR a -F T T I T + _ . TOGGLE SWITCH FOR MULTILEVEL CONTROL CONTROL LIGHTING CONTACTOR b---- --- _--- -- _ ----..__ H : : N I INTERIOR LIGHTING :I IL _ _ _ _ � _ _ .__L- . _l_ - _ • - _.l_ . _ -L - � _ _ _ J : i__ CONTROLS CIRCUIT :.......I....... :_•.-. :.................................;..L..... I... ....� ..... II. I... .. :.......�..�-:_...__.,- ROUTE ALL USED INTERIOR LIGHTING I I CIRCUITS THRU CONTACTOR(S). VERIFY T NUMBER IN FIELD SPLIT CIRCUITS BETWEEN I I \ ' I S IS I S I S IS S I S I S 1 ISI S I SI SI I SI SI S/ .......:....... I.I.......S © ....;. .. CONTACTORS FOR 50/50 CONTROL. VIF " " " " ' " " " " " " ' VERIFY TIME — - ` _ _ .- �j 4 O : 8'-0" i SETTING WITH ELECTROMECHANICAL :.....� - - i � i ... :.P .....:.......:.......:...............:...... ..... ..... ..... TIME SWITCH OWNER. EMITS POWER FROM 6am-tOpm Y:...... I .:........:....... ON/OFF CEILING MOUNTED TO W :......I........ I. I . : • IL .. :. PHOTOCELL. SET TO OPERATE IN'DUO' _ QZ ADDITIONAL o a W CONDUIT MOUNT 3 ( 3 : _ : _ �{ 3 ._ ,_j 3 _ (I I: 3 ,f I 3 FOR A/B SWITCHING APPLICATIONS. 1 FIXTURES T c ON EXTERIOR WALL 15Ell=/ [~� - n❑ �l-I��❑ , rod=IF/ LIGHT1��®�� - :- -- - 3 13.... �I ❑3 ii� �3 -:il a I NL a j -- - I: I Il:j I SCALE: NONE SCALE: 1/4" = V-0" I ............... : :......:. SALES AREA , .DL Pc ® IDL Pc ® DL Pc 8!I 100• I - - -. - ... - ..... ...... ..... .... .. .. ... a ©T ' ETR .S ... . �l , L ....... _ ....F ..:...... ..... :..PRIMARY :. .:_ ... :. .. :. SECONDARY DAYLIGHTZONE EX I DAYLIGHT ZONE EX :I I I: Q I 515 SQ. FT. :...... J.........................I..;.......;.......:.......................:...... ..... ..... 515 . F... L : I : — —i I I. 2 ..............:............ . ........... 2 f �. a. �. ❑3 I �. i • ❑ � � NL NL ( El . . IHALL Ex ...........:.... ... II .....:..... I:..... ..... ......... ...... ..... ...... 101 EX 1 I I 0 EX _ ETR .. I.......{.......:......:.............:...............:.......:....I{ ..... ..I...�L............... : ..... :.jj...I... ... j..j1............. _..I I....... ...;- _! EX ............... ........ f.m.. - - - -- - - -- - - -- - -- -- - - - - -- - _ - -ice s I : _ 1 I 1?- c x, X i f ....... l ...... :... . .:..... :..... .....:..........:.....:.....:.....:.....:..... _ .... . ��} -� : s S CC ..�.:.:.. .....:I.......�.............. — — T............I 1....... -.....:... .. . EXISTING CONTACTORS &TIMER i{ / ��.�......:........:........:........r... . WORK......:........:........;.......: {........I ( _ 'S — TO REMAIN..ADCS NEWAS SHOWN t� - I-.....'; ..ROOM - - _ :.. 0 S I a I- I ETR = - - - _) I P P 00 S „MENS.. WOIVIENS. :.... ......:........:........ : ©T RESTROOM RESTROOM: "" 10s i07 �— ::: -- s I --- I _� -_ I IS i Is s\ S S s s s •s s J s s �s s. ....................................:::.................................. ........................ I.......I I.......I.......;..............'...... ..... ..... ..... ..... ..... : . - - Y J I I. I. ETR I' -v. - rr - : - - - - - - -- - - I I f -I �w 1 4r is I'll, 1711 14101 114' FIXTURE MARK CIRCUIT NUMBER MARKIAMPSISWITCH /NL=NIGHT LIGHX�##�u--OUNSWITCHED WIRER T� MARK LUMINAIRE LAMP VOLT WATT MOUNTING DESCRIPTION FOOTNOTES MAKE MODEL MAKE MODEL QUAN P FEISS F2638-3CH SATCO S9038 LED, A19, 3500K 3 120 30 PENDANT SEE PLAN 20" CHROME PENDANT FIXTURE 2 S HALO L703PX TCP 1 R301635K 16W, 3500K 1 120 16 TRACK COMPACT FLUORESCENT FLOOD DL - DUAL LINE:'SENSOR SWITCH' #CMR -PC -DZ T HALO (4') L651 P, (8') L652P, (12') L651 P +48" - -- 120 - CEILING SURFACE TRACK SYSTEM WITH CURRENT LIMITERS 1 FOOTNOTES: 1. PROVIDE LENGTH OF TRACK AS SHOWN ON PLAN. INCLUDE ALL CONNECTORS AND END FEED FITTINGS FOR COMPLETE INSTALLATION. 2. FIXTURE PROVIDED WITH (1) 6" STEM & (3) 12" STEMS. USE STEMS TO GET BOTTOM OF FIXTURE AS CLOSE TO T-0" WITHOUT GOING BELOW. FIXTURE SHALL NOT OBSTRUCT VIEW OF SIGN. SYMBOL I DESCRIPTION I HEIGHT TRACK LIGHTING SECTION ao-. TRACK MOUNTED SPOT LIGHT $& H& EXIT SIGNS (PENDANT & WALL MOUNTED) �,Izf� EMERGENCY LIGHT / REMOTE HEADS 619 MANUAL TOGGLE SWITCH: WHITE, 20A, 277/120V +48" _ - SINGLE POLE: 'HUBBELL' #1221W OS - OCC. SENSOR: 'LUTRON' #MS-OPS6M2N-DV-WH T - AUTO -OFF: 'INTERMATIC' #FF32H PC PHOTOCELL: CEILING _ - EXTERIOR: 'INTERMATIC' #K4121 C SURFACE DL - DUAL LINE:'SENSOR SWITCH' #CMR -PC -DZ Ts TIME SWITCH: 24 HOUR, 40A DPDT, CARRYOVER, 120-277V +48" _ - ELECTROMECHANICAL: 'INTERMATIC' #GM40AV-Q cc CONTACTOR: N/O LIGHTING CONTACTOR +48" - 'GE' #CR460 OR EQUAL MOUNT DEVICES AT HEIGHT INDICATED, TO CENTER, ABOVE FINISHED FLOOR. INDICATES DEFAULT DEVICE TYPE, UNLESS NOTED OTHERWISE KEY 0 T E S 1❑ REWORK EXISTING SWITCHING AS INDICATED TO ACCOMMODATE NEW WALLS. VIF 2� EXISTING TWO LAMP FLUORESCENT STRIPS TO REMAIN. CLEAN AND ENSURE PROPER WORKING ORDER. RELAMP WITH NEW 3500K LAMPS. REMAINING CHARACTERISTICS TO MATCH EXISTING. ❑3 EXISTING 2X2 FLUORESCENT PARABOLIC TO REMAIN. CLEAN AND ENSURE PROPER WORKING ORDER. RELAMP WITH NEW 3500K LAMPS. REMAINING CHARACTERISTICS TO MATCH EXISTING. ® EXISTING RECESSED CANS TO REMAIN. CLEAN AND ENSURE PROPER WORKING ORDER. RELAMP WITH NEW 3500K, LED, PAR 30 LAMPS. REMAINING CHARACTERISTICS TO MATCH EXISTING. PROVIDE LABEL STATING "25W MAX" ❑5 PROVIDE NEW 2X2 TROFFERS TO MATCH EXISTING. VIF. CONNECT TO LOCAL FLUORESCENT TROFFER CIRCUIT. VIF © CONNECT TO EXISTING TRACK LIGHTING CIRCUITS. VIF E7 PROVIDE NEW SWITCH FOR PENDANT LIGHTS. CONNECT SWITCH & PENDANTS TO SPARE TRACK LIGHTING CIRCUIT. ® PROVIDE NEW PHOTOCELL TO CONTROL LIGHTS INDICATED. REWIRE FIXTURES AS REQUIRED. SEE 2/E1.O:DAY LIGHTING. VIF A cil �11 111111111111111[� A. CONTENT OF DRAWINGS REFLECTS WORK DONE BY MULTIPLE PARTIES. SEE "RESPONSIBILITY SCHEDULE", SHEET (AO.0) "COVER SHEET" FOR COORDINATION AND DIVISION OF LABOR. B. SEE SHEET (MPE) "ENGINEERING SPECIFICATIONS" FOR MATERIALS, METHODS AND REQUIREMENTS. C. UNLESS OTHERWISE NOTED, ALL LIGHTING, CONTROLS AND EQUIPMENT IS FURNISHED AND INSTALLED BY CONTRACTOR. SEE PLANS, SCHEDULES AND NOTES FOR EXTENT OF WORK REQUIRED. D. BRANCH CIRCUITS SHALL BE 2#12, 1#12 G IN 1/2" CONDUIT TO CIRCUIT INDICATED IN PANEL W UNLESS NOTED OTHERWISE. E. A CIRCUIT NUMBER, FOLLOWED BY A'u' INDICATES AN UN -SWITCHED CONDUCTOR OF THE CIRCUIT INDICATED. F. A FIXTURE LABELED WITH'NU INDICATES A NIGHT LIGHT. A NIGHT LIGHT SHALL BE POWERED BY AN UN -SWITCHED CONDUCTOR. G. PROVIDE FIXTURE SAFETY CHAINS WHERE REQUIRED. H. ALL LAY -IN FIXTURES SHALL BE FURNISHED WITH "FIXTURE SUPPORT CLIPS" PER NEC SECTION 410. I. ALL LIGHTING SHALL BE CIRCUITED AS SHOWN TO ALLOWCMtIL71I gv t' i.;'/R: I I A SWITCHING AND DAYLIGHT CONTROL. 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-st1.com P:: 314.644.1234 F:: 314.644.4373 ALL REPORTS, PLANS, SPECIFICATIONS, FIELD DATA, NOTES AND OTHER DOCUMENTS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA PREPARED BY THE DESIGN PROFESSIONALAS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. ISSUED DOCUMENTS NO. I INITIALS I DATE DESCRIPTION LANDLORD REVIEW SET 1/29/16 BID SET 2/2/16 PERMIT SET 2/2/16 %%`/jI JOHN M. BRUNS REGISTRATION #45056 EXPIRES: 4/24/2017 JOB NUMBER: GROSS BLDG. SIZE: 2015.0479.00 3,880 SQ. FT. DATE: JDRAWNBY: ICHECKEDBY: 2/2/16 PFF JMB LIGHTING PLAN & NOTES 4 C., EXISTING PANEL, 208Y/120V, 3PH, 4W, 42 POLE, 100A MCB. ETR– EXISTING PANEL, 480Y/277V, 3PH, 4W, 30 POLE, 100A MCB. ETR– CONNECT TO LOCAL RECEPTACLE CIRCUIT. VIF SCALE: 1/4" = 1'-0" DATA JACKS AND TERMINATIONS BY OTH If QUADPLEX RECEPTACLEII I ACCESS t PANEL (TYP) 0 CONTRACTOR TO PROVIDE CAT5e CABLE WITH 12' EXCESS COILED IN CASHWRAP– ROUTE MC CABLE AND CAT5e CABLE THRU PREDRILLED HOLES SCALE: 1/2" = 1'-0" CEILING EXTEND TELEPHONE a SYMBOL SERVICE TO NEW ........... .._._.. ... - 1❑ PROVIDE (1) 1" CONDUIT FOR CASHWRAP POWER, (1) 2" CONDUIT FOR TELEPHONE BOARD MONITOR (A-6) CCTV 6'-6" LOCATION '-INSTALL TO TOP FROM ABOVE CEILING, DOWN INSIDE WALL, UNDER SLAB & STUB UP BELOW RECEPTACLE IN JUNCTION BOX (J -BOX) N LOCKBOX. ROUTE DATA PORTS DUPLEX RECEPTACLE: NEMA 5-20R, WHITE FLEX CONDUIT 0 RELOCATE SALES THERMOSTAT TO LOCATION INDICATED. VERIFY EXISTING DATA THRU HOLE IN LEAVE 1" GAP i�4) LOCATION IN FIELD. SURFACE MOUNT BETWEEN SLAT WALL & BLUE WALL. BACK OF BOX AUDIO BETWEEN BOARD Q RECEPTACLE FOR DISPLAY LIGHTING. CONNECT TO SAME, SWITCHED & SHELF QUADPLEX RECEPTACLE: (2) DUPLEX RECEPTACLES IN +18" CIRCUIT OF PENDANTS. DISPLAY SHALL BE CONTROLLED BY SAME SWITCH yOWNER 2 -GANG BOX _ EQUIPMENT �' DUPLEX GFCI RECEPTACLE: NEMA 5-20R, GFCI, WHITE m ® REMOVE ANY EXISTING OUTLETS AND OTHER DEVICES WITH AREA INDICATED. ° (V SECURITY Q PROVIDE COPPER +18" AREA AND ONLY WHERE SHOWN. GROUND BAR WITH CAT5e CABLE TO TELEPHONE BOARD WITH #6 Cu TO (A-2) io ELECTRICAL SERVICE GROUND- 4'-0" LV TRANSFORMER: 120/24VAC, 40VA 9'-0" AFF NEW TELEPHONE BOARD. 4'x6'x3/4' ' ' : 'EDWARDS' #599 BOARD MOUNTED 6" BFC, TO TOP. El SEE ARCHITECTURAL FOR SHELF +48" REQUIREMENTS. ' ' : 'EDWARDS' #1786C -B FLOOR PHONE BOAR® ELEVATION SCALE: 1/2" = 1'-0" SALES AREA 100 �-ETR-� CONNECT TO EXISTING CASHWRAP CIRCUITS. VI !; I I, I iy 4j LEGEND n..__..... -- _.._.___.. ii.,.. SYMBOL DESCRIPTION ........... .._._.. ... - SALES AREA 100 �-ETR-� CONNECT TO EXISTING CASHWRAP CIRCUITS. VI !; I I, I iy 4j LEGEND EY OTES SYMBOL DESCRIPTION HEIGHT 1❑ PROVIDE (1) 1" CONDUIT FOR CASHWRAP POWER, (1) 2" CONDUIT FOR IM PANELBOARD 6'-6" TELECOM CONNECTIONS, & (1) 2" SPARE CONDUIT WITH PULL STING. ROUTE TO TOP FROM ABOVE CEILING, DOWN INSIDE WALL, UNDER SLAB & STUB UP BELOW JUNCTION BOX (J -BOX) CASHWRAP. TERMINATE AT 2" A.F.F. DUPLEX RECEPTACLE: NEMA 5-20R, WHITE +18" 0 RELOCATE SALES THERMOSTAT TO LOCATION INDICATED. VERIFY EXISTING '—' :'HUBBELL' #HBL5362W LOCATION IN FIELD. SURFACE MOUNT BETWEEN SLAT WALL & BLUE WALL. Q RECEPTACLE FOR DISPLAY LIGHTING. CONNECT TO SAME, SWITCHED QUADPLEX RECEPTACLE: (2) DUPLEX RECEPTACLES IN +18" CIRCUIT OF PENDANTS. DISPLAY SHALL BE CONTROLLED BY SAME SWITCH 2 -GANG BOX AS PENDANT FIXTURES. �' DUPLEX GFCI RECEPTACLE: NEMA 5-20R, GFCI, WHITE +18" ® REMOVE ANY EXISTING OUTLETS AND OTHER DEVICES WITH AREA INDICATED. — : 'HUBBELL' #GFR5362WTR ONLY DEVICE SHOWN ARE PERMITTED TO BE WITHIN SLAT WALL & CASHWRAP Q DATA OUTLET: PROVIDE J -BOX & (1) 3/4" CONDUIT TO 6" AFC +18" AREA AND ONLY WHERE SHOWN. WITH CAT5e CABLE TO TELEPHONE BOARD TELEPHONE OUTLET: PROVIDE J -BOX & (1) 3/4" CONDUIT TO +18" 6" AFC WITH CAT5e CABLE TO TELEPHONE BOARD LV TRANSFORMER: 120/24VAC, 40VA 9'-0" AFF ' ' : 'EDWARDS' #599 6" AFC El PUSHBUTTON: 24V, N/O, 6W +48" ' ' : 'EDWARDS' #1786C -B �! DOOR BUZZER: 24V, 6W 9'-0" AFF ' : 'EDWARDS' #1065-G5, WITH LOUVERED COVER PLATE 12" BFC O THERMOSTAT: PROVIDE J -BOX, WITH 1/2" CONDUIT TO 6" +48" AFC AND NECESSARY CONTROL WIRING. MOUNT DEVICES AT HEIGHT INDICATED, TO CENTER, ABOVE FINISHED FLOOR. INDICATES DEFAULT DEVICE TYPE, UNLESS NOTED OTHERWISE M4"IL L i ill' I A. CONTENT OF DRAWINGS REFLECTS WORK DONE BY MULTIPLE PARTIES. SEE "RESPONSIBILITY SCHEDULE", SHEET (A0.0) "COVER SHEET" FOR COORDINATION AND DIVISION OF LABOR. B. SEE SHEET (MPE) "ENGINEERING SPECIFICATIONS" FOR MATERIALS, METHODS AND REQUIREMENTS. C. UNLESS OTHERWISE NOTED, ALL RECEPTACLES, CONNECTIONS, PORTS, CONTROLS, AND EQUIPMENT IS FURNISHED AND INSTALLED BY CONTRACTOR. SEE PLANS, SCHEDULES, AND NOTES FOR EXTENT OF WORK REQUIRED. D. BRANCH CIRCUITS SHALL BE 2#12, 1#12 G IN 1/2" CONDUIT TO CIRCUIT INDICATED UNLESS NOTED OTHERWISE. E. CONTRACTOR SHALL PROVIDE (1) CAT5e CABLE FOR EVERY TELEPHONE OUTLET AND (1) CAT5e CABLE FOR EVERY DATA OUTLET. CABLE SHALL HAVE 12' OF EXCESS LENGTH AND ROUTED FROM OUTLET TO TELEPHONE BOARD. OWNER WILL PROVIDE JACKS AND MAKE ALL TERMINATIONS. c rTY 0 i L ':',` I L A FEB 17 2016 PERMIT CENTER 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL REPORTS, PLANS, SPECIFICATIONS, FIELD DATA, NOTES AND OTHER DOCUMENTS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, PREPARED BY THE DESIGN PROFESSIONAL AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. ISSUED DOCUMENTS NO. INITIALS DATE DESCRIPTION LANDLORD REVIEW SET 1/29/16 BID SET 2/2/16 PERMIT SET 2/2/16 COIJE CMPLI APPROVEDNCE F 7a-i/,a 45056 W4' c1�TEs- t�1 01v At, .." JOHN M. BRUNS REGISTRATION #45056 EXPIRES: 4/24/2017 JOB NUMBER: GROSS BLDG. SIZE: 2015.0479.00 3,880 SQ. FT. DATE: DRAWN BY: CHECKED BY: 2/2/16 PFF I JMB POWER PLAN & NOTES GENERAL CONDITIONS A. THE REQUIREMENTS AS SET FORTH UNDER GENERAL CONDITIONS, INSTRUCTIONS TO BIDDERS AND GENERAL REQUIREMENTS ARE A PART OF THIS CONTRACT. B. BIDS SHALL BE BASED ON A COMPLETE/FULL SET OF DRAWINGS. C. READ THE ENTIRE SPECIFICATIONS COVERING THE WORK REQUIRED BY THE CONTRACT DOCUMENTS FOR OTHER BRANCHES OF WORK. COORDINATE THE WORK WITH WORK PERFORMED BY OTHER TRADES. SCOPE OF WORK A. VISIT THE SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS. ALL REQUIREMENTS INCLUDING MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS ARE TO BE OBTAINED AND UNDERSTOOD PRIOR TO AND INCLUDED IN BID PRICE. FIELD VERIFY ALL EXISTING ELECTRICAL AND TELEPHONE EQUIPMENT, LOCATIONS, CONDITIONS, ETC. FAILURE TO VISIT THE SITE SHALL NOT ALTER OR DIMINISH ANY RESPONSIBILITIES IN THE COMPLETE PERFORMANCE OF THE ELECTRICAL WORK. B. ACTUAL LOCATIONS OF SERVICES MUST BE FIELD VERIFIED. CHANGES TO CONFORM TO ACTUAL POINTS OF CONNECTION SHALL BE MADE AT NO ADDITIONAL COST. C. FURNISH ALL LABOR, MATERIALS, TESTING, EQUIPMENT, INCIDENTALS AND TOOLS TO PERFORM WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION. D. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. E. INCLUDE ANY LABOR AND MATERIALS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO PROVIDE A COMPLETE AND FULLY OPERATIVE ELECTRICAL SYSTEMS. F. CONTRACTOR SHALL PREPARE AND SUBMIT AS -BUILT DRAWINGS TO THE OWNER. AS -BUILT DRAWINGS SHALL INDICATE THE ACTUAL MANUFACTURER OF THE EQUIPMENT INSTALLED, THE EXACT LOCATION OF THE EQUIPMENT AND PERTINENT CAPACITIES. G. DEFICIENCIES AND NON -CONFORMING ITEMS SHALL BE CORRECTED BY THE CONTRACTOR. H. ALL MATERIAL AND EQUIPMENT SHALL BE LISTED & LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. PERMITS A. SECURE AND PAY FOR ALL REQUIRED PERMITS, FEES, ASSESSMENTS AND INSPECTION CERTIFICATES THAT RELATE TO THE CONTRACT. B. FURNISH APPROVED CERTIFICATE OF FINAL INSPECTION, AND TURN OVER TO OWNER AT COMPLETION OF PROJECT. DRAWINGS AND SPECIFICATIONS A. THE PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY ITEM IN EXACT LOCATION OR DETAIL. MEASUREMENTS AND LOCATIONS MUST BE FIELD VERIFIED AND COORDINATED WITH ARCHITECTURAL, PLUMBING, HVAC, FIRE PROTECTION, STRUCTURAL AND OTHER BUILDING DRAWINGS. SHOP DRAWINGS A. SUBMIT FIVE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMIT SHOP DRAWINGS EARLY ENOUGH IN PROJECT TO ALLOW AMPLE TIME FOR REVIEW BY OWNER WITHOUT CAUSING TIME DELAYS OR CONFLICTS IN THE JOB PROGRESS. SUBMITTALS SHALL BE ACCORDANCE WITH GENERAL CONDITIONS AND THE MANUFACTURERS LISTED ON THE DRAWINGS AND SHALL BEAR THE STAMP OF THE GENERAL CONTRACTOR SHOWING THAT HE HAS APPROVED THEM AND THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS. LACK OF SUCH APPROVAL WILL BE CONSIDERED CAUSE FOR REJECTION WITHOUT REVIEW BY THE OWNER. B. MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED INDICATE THE MINIMUM QUALITY OF PRODUCT REQUIRED. SUBSTITUTION MAY BE MADE TO THOSE SPECIFIED IF DEEMED EQUIVALENT BY THE OWNER'S REPRESENTATIVE. INSTALLATION A. EQUIPMENT, FIXTURES, AND ACCESSORIES SHALL NOT BE SUPPORTED FROM CEILING, SOFFIT, NEUTRAL PIERS, PIPING, DUCTWORK, METAL ROOF DECK, LATERAL BRACING, BRIDGING OR CONDUIT. B. THE INSTALLATION SHALL INCLUDE ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK. C. PROVIDE SEISMIC BRACING FOR ALL EQUIPMENT AND PIPING PER APPLICABLE SEISMIC ZONE. D. PROVIDE LISTED FIRESTOPPING AT ALL PENETRATIONS THROUGH RATED WALLS, FLOORS, CEILINGS, PARTITIONS, ETC. E. AT ALL TIMES KEEP THE PREMISES IN A NEAT, CLEAN, UNCLUTTERED AND ORDERLY CONDITION AND, AT THE COMPLETION OF THE WORK, SHALL PROPERLY CLEAN UP AND CART AWAY ANY DEBRIS AND EXCESS MATERIAL, F. RECORD ALL FIELD CHANGES IN ANY AND ALL ASPECTS REGARDING THE WORK AS THE JOB PROGRESSES, AND TURN THIS "AS BUILT" INFORMATION OVER TO OWNER AT THE COMPLETION OF THE PROJECT. G. MEANS SHALL BE TAKEN TO PROTECT ALL FIXTURES/EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., AND PAY COST OF REPAIR OR REPLACEMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PROVIDE SUITABLE SAFEGUARDS OR PROTECTION. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT NO EXPENSE TO OWNER. B. FOR THE SAME PERIOD, DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED SHALL BE CORRECTED AT NO EXPENSE TO OWNER. C. PROVIDE TWO COPIES FOR AN OPERATING AND MAINTENANCE MANUAL. THE MANUAL SHALL INCLUDE CUT SHEETS OF ALL EQUIPMENT, REPAIR PART LISTS AND OPERATING AND SERVICE INSTRUCTIONS. CONTRACTOR SHALL DEMONSTRATE OPERATING INSTRUCTIONS TO OWNER. CONDUITS A. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN WALL) ACCORDING TO LOCAL CODE. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE COMPRESSION OR SET SCREW TYPE AND SHALL BE AS MANUFACTURED BY REGEL, STEEL CITY, RACO, T & B, EFCOR OR EQUAL. B. FLEXIBLE CONDUIT OR TYPE MC CABLE SHALL BE USED FOR FINAL CONNECTIONS TO LIGHT FIXTURES, MOTORS AND VIBRATING EQUIPMENT ONLY; AND WHERE SO USED TO BE GROUNDED WITH A SEPARATE FULL SIZED GREEN GROUNDING CONDUCTOR. C. MINIMUM SIZES OF CONDUITS SHALL BE 1/2" FOR STANDARD CONDUIT AND FLEX CONDUIT. ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR ELECTRO -GALVANIZED. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. D. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, WILL BE AS SPECIFIED IN THE GENERAL CONDITIONS. E. THE USE OF ROMEX OR BX IS NOT PERMITTED. F. MAXIMUM CONDUIT HANGER SPACING SHALL BE 8'-0" FOR 3/4" THRU 1-1/4" AND 10'-0" FOR 1-1/2" THRU 4" CONDUITS. G. LEAVE A #10 AWG PULL WIRE OR NYLON PULL STRING IN ALL EMPTY CONDUITS. PROVIDE PLASTIC BUSHINGS AT OPEN ENDS OF ALL CONDUITS WITH LOW VOLTAGE WIRING. H. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, USING FASTENERS SUCH AS "CADDY CLIPS" OR EQUAL. I. FLASH AND COUNTERFLASH ALL RACEWAYS WHICH PENETRATE THE ROOF OR USE PITCH POCKETS. INSURE THAT PENETRATIONS ARE COMPLETELY WEATHERPROOF. ALL RACEWAY SYSTEMS EXPOSED TO THE WEATHER SHALL BE WEATHERPROOF. WIRE A. GENERAL WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION, THWN OR THHN. MINIMUM WIRE SIZE SHALL BE #12 AWG. ALL WIRING SHALL BE IN CONDUIT. NO STRANDED WIRE ALLOWED FOR #10 AND #12 AWG SIZES. ALUMINUM CONDUCTORS ARE NOT PERMITTED. B. LOW VOLTAGE WIRING SHALL BE #14 AWG UNLESS NOTED OTHERWISE ON PLANS. PROVIDE CONDUIT WHEN REQUIRED BY CODE. PROVIDE PLENUM RATED CABLES WHEN REQUIRED BY CODE. C. WIRE CONNECTORS SHALL BE EQUAL TO SCOTCHLOCK FOR #8 AND SMALLER, AND EQUAL TO T & B "LOCK-TITE" FOR #6 AND LARGER. D. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND RECEPTACLE CIRCUITS IF INSTALLED IN ACCORDANCE WITH THE N.E.C. AND LOCAL CODES. PROVIDE MULIT-POLE BREAKERS AS REQUIRED. LIGHTING A. LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AS SCHEDULED ON THE LIGHTING FIXTURE SCHEDULE. INSTALL ALL FIXTURES AND LAMPS EXCEPT AS OTHERWISE NOTED OR SCHEDULED. B. LIGHT FIXTURES SHALL BE SUPPORTED FROM BUILDING STRUCTURE USING SPLAY CABLE OR SECURED TO THE CEILING SYSTEM USING FIXTURE SUPPORT CLIPS. PROVIDE ADDITIONAL SUPPORT AS REQUIRED BY AHJ. WIRED GROUND SYSTEM A. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR ELECTRICAL EQUIPMENT AND CIRCUITS AS SHOWN ON THE DRAWINGS AND DESCRIBED GENERALLY BELOW. B. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN PANEL, SWITCHBOARD, OUTLET, BOXES, ETC. C. ALL ENCLOSURES AND NON-CURRENT CARRYING METALS TO BE GROUNDED. CONDUIT SYSTEM TO ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS, D. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, #12 MINIMUM, OR AS SHOWN ON DRAWINGS. FOR PANEL FEEDERS BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND LEAVING THE CONDUIT. ALL GROUND CLAMPS SHALL BE PENN -UNION OR EQUAL, SIMILAR TO "GPL" TYPE. CONDUIT GROUND BUSHINGS SHALL BE THOMAS & BETTS OR EQUAL, SIMILAR TO #3800 SERIES WITH NYLON INSULATED THROAT. E. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL -TO -METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. ALL FLEXIBLE CONDUIT SHALL BE JUMPERED WITH A GROUND CONDUCTOR. WIRE DEVICES A. COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE WHITE. B. COVERPLATES SHALL BE NYLON TYPE. C. RECEPTACLES SHALL BE 20 AMP, 3 -WIRE GROUNDING TYPE, FEDERAL SPECIFICATION GRADE. D. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 277 VOLT, AS REQUIRED. E. SPECIAL DEVICES SHALL BE SPECIFICATION GRADE. F. FLOOR BOXES TO BE SPECIFICATION GRADE WITH BRASS COVER G. EQUALS BY ARROW -HART, GENERAL ELECTRIC, BRYANT, HUBBELL, PASS & SEYMOUR, OR SIERRA. PANELBOARDS AND SAFETY SWITCHES A. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID COPPER BUSSING, FULL SIZED NEUTRAL, 25% GROUND BUSSING, OVERALL HINGED/LOCKABLE DOOR, AND TYPEWRITTEN DIRECTORY INSIDE DOOR. ALL SERVICE ENTRANCE EQUIPMENT SHALL BEAR THE MANUFACTURER'S LABEL WHICH SHALL STATE THAT THE EQUIPMENT IS RATED FOR SERVICE ENTRANCE APPLICATION IN ACCORDANCE WITH THE N.E.C. LOAD BALANCE ALL ELECTRICAL PHASES AT PANELS AND SWITCHBOARDS. TWO AND THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. WHEN USED AS SWITCHES IN 120V AND 277V LIGHTING CIRCUITS, FURNISH TYPE "SWD" BREAKERS IN ACCORDANCE WITH THE N.E.C. SQUARE D OR EQUAL BY SIEMENS, ITE, CUTLER -HAMMER, WESTINGHOUSE, CHALLENGER, OR GENERAL ELECTRIC. B. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON-FUSED, AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE. (FUSES AS MANUFACTURED BY BUSSMAN, CHASE SHAWMUT, WESTINGHOUSE, ECONOMY FUSE COMPANY, OR LITTLE FUSE COMPANY ARE ACCEPTABLE). DISCONNECT SWITCHES THAT ARE INSTALLED AT AIR CONDITIONING EQUIPMENT, HEAT PUMPS, ETC SHALL BE FUSED IN ACCORDANCE WITH EQUIPMENT'S NAME PLATE REQUIREMENTS PER THE N.E.C. SWITCHES SHALL BE HEAVY DUTY, QUICK MAKE/QUICK BREAK TYPE, FUSIBLE OR NON -FUSIBLE, WEATHERPROOF AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY LOCAL CODES, LOAD AND HORSEPOWER RATED. C. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS THAT DO NOT REQUIRE AUXILIARY CONTROL. SINGLE PHASE STARTERS SHALL BE SQUARE D OR EQUAL. MOTORS BELOW 1-1/2 HP AT 120 VOLTS, WATER HEATER AND ROLLING GRILLE SHALL USE A 20 AMP, 120 VOLT AC TOGGLE SWITCH EQUAL TO HUBBELL "HBL-1221". THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE #1) SHALL BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRE AUXILIARY CONTROL. PROVIDE CONTROL DEVICES (CONTACTS, TRANSFORMERS, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS, COORDINATE WITH MECHANICAL AND/OR TEMPERATURE CONTROL CONTRACTORS. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. BOXES A. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE-PIECE PRESSED STEEL KNOCKOUT. B. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. C. INSTALL BOXES RIGIDLY ON BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE/PROPER BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF WALLS ETC. ALL OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. D. WHERE A 277 VOLT LIGHT SWITCH IS GANGED WITH A 120 VOLT RECEPTACLE PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH THE NEC AND LOCAL CODES. SERVICES A. PROVIDE TEMPORARY SERVICE AS REQUIRED FOR CONSTRUCTION AND PROVIDE LIGHTING, POWER AND WIRING AS REQUIRED TO FACILITATE APPLICABLE TEMPORARY NEEDS, AND FURNISH EXTENSION CORDS. ANY TEMPORARY WIRING, FUSES, ETC., SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY THE N.E.C. AND LOCAL CODES. B. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, FIELD VERIFY REQUIREMENTS PRIOR TO BIDS. ALL WORK NOT SPECIFICALLY NOTED OTHERWISE SHALL BE PROVIDED. (PROVIDE EQUIPMENT THAT IS COMPATIBLE WITH AVAILABLE FAULT CURRENT LEVELS, PROVIDE "CABLE LIMITERS" IF NECESSARY FOR SYSTEM COORDINATION). FIELD VERIFY EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO BIDDING PROJECT. C. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIRED, AND AS INDICATED ON THE DRAWINGS. D. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN OWNER'S PREMISES SHALL BE PROVIDED AS REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE A 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. CLOSELY FIELD COORDINATE WITH OWNER. STEP-DOWN TRANSFORMER A. PROVIDE A DRY -TYPE TRANSFORMER OF THE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE DRAWINGS AND WITH COILS DESIGNED FOR 150 DEGREES C. RISE ABOVE A 40 DEGREE C. AMBIENT WITH 100% OF RATED LOAD CONNECTED TO THE SECONDARY, CLASS H INSULATION AND MINIMUM OF SIX STANDARD FULL CAPACITY TAPS (TWO ABOVE AND FOUR BELOW NORMAL). SOUND LEVEL/DECIBELS SHALL BE IN ACCORDANCE WITH "NEMA" STANDARDS, AND INSTALLATION SHALL INCLUDE KORFOUND OR EQUAL VIBRATION -DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. (MOUNT TRANSFORMER ON SEPARATE VIBRATION ISOLATORS, THESE ARE ADDITIONAL VIBRATION ISOLATORS AND ARE USED IN CONJUNCTION WITH ANY INTEGRAL FACTORY INSTALLED VIBRATION ISOLATERS) AS MANUFACTURED BY SQUARE D, HEAVY DUTY, ACME, GENERAL ELECTRIC OR SIEMENS ITE. SHALL BE NEMA TP -1 COMPLIANT. LIGHTING CONTACTOR A. CONTACTORS FOR CONTROL OF LIGHTING AND SIGNS SHALL BE GE TYPE CR460, ELECTRICALLY OPERATED, MECHANICALLY HELD WITH APPROPRIATE CONTROL MODULES, IN A NEMA 1 ENCLOSURE, OR EQUAL BY CUTLER HAMMER, 'SQUARE D' OR WESTINGHOUSE. TIME SWITCHES FOR CONTROL OF SIGNS SHALL BE SEVEN DAY TYPE 'INTERMATIC' MODEL #GM40AVE, OR EQUIVALENT BY SANGAMO OR PARAGON. INSTALLATION A. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE'ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY, BUT NOT PIPING OR DUCTWORK. ALL CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGELS TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR OTHER APPROVED RACEWAYS. B. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING (EXCEPT HVAC LOW VOLTAGE WIRING) INCLUDING CONNECTIONS TO MOTORS, DAMPERS, INTERLOCKING, ETC., SHALL BE PROVIDED AS SHOWN. ALL LINE VOLTAGE WIRING, CONDUIT AND FINAL CONNECTIONS FROM THE POWER SOURCE THRU THE EQUIPMENT CONNECTION AT THE STARTER/DISCONNECT ETC. SHALL BE PROVIDED COMPLETE. C. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND/OR FUNCTION; DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS, MASTER LIGHTING SWITCH BANK, AND DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELY 1" X 2" IN SIZE AND FASTENED WITH POP RIVETS OR SCREWS. D. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND OWNER SHALL HAVE THE RIGHT TO RELOCATE OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. E. THE WORK SHALL INCLUDE ALL FINAL ELECTRICAL AND EQUIPMENT CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. AFTER ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED, THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED UNDER THIS WORK JUST PRIOR TO COMPLETION OF PROJECT. F. PROVIDE ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION, FIELD COORDINATE PRIOR TO BIDS. REMOVE AND/OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE REMAINING IN USE AFTER PART OF THE EQUIPMENT OR DEVICES HAVE BEEN REMOVED ARE TO BE RECONNECTED TO EXISTING OR NEW CIRCUITS AND LEFT IN WORKING ORDER. FEEDERS TO PANELS AND WIRING TO OTHER EQUIPMENT TO BE ROUTED CONCEALED IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH OWNER. CI`► V OF 'i U i -: 'KI LA FEB 17 2016 PERMIT CENTER JOHN°M■BRUNS E N G I N E E R 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 I I `° • • • •• 00 • 0-0 $& , r� . f ALL REPORTS, PLANS, SPECIFICATIONS, FIELD DATA, NOTES AND OTHER DOCUMENTS, INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, PREPARED BY THE DESIGN PROFESSIONAL AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. ISSUED DOCUMENTS NO. I INITIALS DATE DESCRIPTION LANDLORD REVIEW SET 1/29/16 BID SET 2/2/16 PERMIT SET 2/2/16 REVIEWED FOR of gr.tti� O, WASIyI p ct, .) ✓ JOHN M. BRUNS REGISTRATION #45056 EXPIRES: 4/24/2017 JOB NUMBER: IGROSS BLDG. SIZE: 2015.0479.00 13,880 SQ. FT. DATE: DRAWN BY: CHECKED BY: 2/2/16 PFF I JMB ENGINEERING SPECIFICATIONS