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HomeMy WebLinkAboutPermit D16-0040 - HABIT BURGER - TENANT IMPROVEMENTHABIT BURGER 17025 SOUTHCENTER PKWY D16-0040 Parcel No: Address: 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.gov DEVELOPMENT PERMIT 2623049070 Permit Number: 17025 SOUTHCENTER PKWY Project Name: HABIT BURGER Issue Date: Permit Expires On: D 16-0040 4/1/2016 9/28/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KTM GROUP LLC 2810 EASTLAKE AVE E , SEATTLE, WA, 98102 ANDY PAROLINE 3617 SW CHARLESTOWN ST, SEATTLE, WA, 98126 ALEGIS CONSTRUCTION INC 6900 SW ATLANTA ST #300, PORTLAND, OR, 97223 ALEGICI894CN SEATTLE CHAR LLC 5299 ALTON PKWY SUITE 216 , IRVINE, CA, 92604 Phone: (206) 719-0339 Phone: (503) 970-8312 Expiration Date: 2/19/2017 DESCRIPTION OF WORK: DEMO EXISTING PARTITION WALLS, INTERIOR DOORS AND FINISHES PER PLAN. MODIFY EXISTING STOREFRONT SYSTEM, CONSTRUCTION NEW PARTITION WALLS, INTERIOIR DOORS, CASEWORK AND FOOD SERVICE EQUPMENT PER PLAN. EXTERIOR PATIO Project Valuation: $105,500.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $2,660.92 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 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: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No C Permit Center Authorized Signature: Date: `— I � 1p 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 per t and agree to the conditions attached to this permit. Signature: Print Name: 1/k�� LL.1 Date: A -( ZOI(' 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, 40B: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: 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) 27: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1008.1.10) 6: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 7: 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) 8: 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) 9: 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) 10: 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) 11: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 12: 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) 16: 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) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: 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). 18: 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. 19: 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) 17: 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) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 22: 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. 23: 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) 24: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 807.1, 807.2) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: 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. 30: 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. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 35: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 36: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 37: All wood to remain in placed concrete shall be treated wood. 38: 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. 39: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 40: 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. 41: 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. 42: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 43: 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). 44: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 45: 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. 46: 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. 47: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 48: Sheet A230. Finish Plan General Notes. 3M Milky Film Note: Top height of film along base of building (on east and south facades) should be no wider than the height of the bottom glass/metal panels in order to meet minimum facade transparency requirement. 49: Sheet A510, Exterior Elevation Keyed Note #1. On east and south facades, color/materials shall be consistent across all bottom panels of storefront - either bronze to match existing panels or reglazed adding white frosted film. 50: Signs are not approved as part of this permit. A separate sign permit is required PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0608 PIPE INSULATION 1500 PLANNING FINAL 0602 SLAB/FLOOR INSUL CITY OF TUKY4 .4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per.._.t No. 11(0 • 0040 Project No. Date Application Accepted: 11/\t Date Application Expires: 0 1'2 `t` (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 Site Address: 17025 Southcenter Parkway King Co Assessor's Tax No.: Suite Number: Floor: 1. Tenant Name: Habit Burger PROPERTY OWNER Name: Andy Paroline Name: Metro Property Services City: Seattle State: WA Zip: 98126 Address: 2810 Eastlake Ave E Email: andy@parolineassociates.com City: Seattle State: WA Zip: 98102 CONTACT PERSON — person receiving all project communication Name: Andy Paroline Address: 3617 SW Charlestown ST City: Seattle State: WA Zip: 98126 Phone: (206) 719-0339 Fax: Email: andy@parolineassociates.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: ARCVISION Company Name: rya Architect Name: Dan Bargen Address: Address: 1950 Craig Rd #300 City: St Louis State: MO City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Fonns-Applicatiors On Line\201 I Applications \Permit Application Revised - 8-9-11.doca Revised: August 2011 bh New Tenant: ® Yes ❑ .. No ARCHITECT OF RECORD Name: Company Name: ARCVISION Company Name: rya Architect Name: Dan Bargen City' r J,,> Address: 1950 Craig Rd #300 City: St Louis State: MO Zip. 63146 Phone: (314) 415-2400 Fax: Email: DBARGEN@ARCV.COM State: ENGINEER OF RECORD Name: 64.#20. & at., J Company Name: rya / / /v J4IV f2 j,,, ,j//,i-(j, City' r J,,> Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 64.#20. & at., J Address: 5,-2, / / /v J4IV f2 j,,, ,j//,i-(j, City' r J,,> , Stater Zip:YZ��11 Page 1of4 BUILDING PERMIT INFORMATP 206-431-3670 Valuation of Project (contractor's bid price): $ 105,500 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Demo existing partition walls, interior doors and finishes per plan. Modify existing storefront system, construction new partition walls, interior doors; casewoork, and food service equipment per plan. Exterior patio Will there be new rack storage? ❑ Yes VI.. 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: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Fonns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bli Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 2,521 IIB M 2"d Floor 3rd Floor Floors thru Basement Accessory Stnicture* 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: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Fonns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bli Page 2 of 4 .PU`LIC WORKS PERMIT INFO -ATION — 206-433-0179 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 ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑ ...Sewer Use Certificate ❑ ... Valley View ❑ ...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irigation Domestic Water ❑. ❑• ❑. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Chamnelization ❑ .. Trench Excavation ❑ .. Utility Undergrou ndiig ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: N/A Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Penmt Application Revised - 8-9-1 Ldocs Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review —Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: Print Name: Andrew Paroline Mailing Address: 3617 SW Charlestown ST H:\Applications\Fonns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docs Revised: August 2011 bI, Date: 02/12/2016 Day Telephone: (206) 719-0339 Seattle WA 98126 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY PAID $1,645.23 D16-0040 Address: 17025 SOUTHCENTER PKWY Apn: 2623049070 $1,645.23 DEVELOPMENT $1,567.10 PERMIT FEE R000.322.100.00.00 0.00 $1,562.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $78.13 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8098 R000.322.900.04.00 0.00 $78.13 $1,645.23 Date Paid: Friday, April 01, 2016 Paid By: BRIAN WIGEN Pay Method: CREDIT CARD A58346 Printed: Friday, April 01, 2016 2:11 PM 1 of 1 CLSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PermitTRAK PAID $1,382.94 D16-0040 Address: 17025 SOUTHCENTER PKWY Apn: 2623049070 $1,015.69 DEVELOPMENT $1,015.69 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,015.69 EL16-0143 Address: 17025 SOUTHCENTER PKWY Apn: 2623049070 $152.03 ELECTRICAL $152.03 PLAN CHECK FEE I R000.345.832.00.00 I 0.00 $152.03 M16-0027 Address: 17025 SOUTHCENTER PKWY Apn: 2623049070 $127.69 MECHANICAL $127.69 PLAN CHECK FEE R000.322.102.00.00 0.00 $127.69 PG16-0017 Address: 17025 SOUTHCENTER PKWY Apn: 2623049070 $87.53 GAS $24.38 PLAN CHECK FEE I R000.322.103.00.00 I 0.00 $24.38 PLUMBING $63.15 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R7688 0.00 $63.15 $1,382.94 Date Paid: Friday, February 12, 2016 Paid By: PAROLINE ASSOCIATES Pay Method: CREDIT CARD 712161 Printed: Friday, February 12, 2016 3:16 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 1)(6_OQL-a (206) 431-3670\\(—. Projl Type 1✓'spRctio ( i-qf tttT:ii f Address:r(� (1®',5-Cfr Pr Date CalledV�lj Special Instructions: wM Pit Date Wanted:. 7 - �� a.m. p.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: 1-F1:11_q pf(ffde s ' 1,14rPk Gly r f('- 1--0 t\ --p A- S l� J1/47 Inspector: Date: 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 INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 -9-I-1-404-Fo Project: �� Type of I spectionr &laky 1/1 ress: A I7o s 5 -Cfr tirl ate Called: Special Instructions: om Date W'�anted 1-4. a.m. p.m. Requester: Phone No: Approved per applicable codes. I Corrections required prior to approval. OMMENTS: Inspector: se Date: —7 -G n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr je : �� Type olr}s�ectigf rj�(r S r Address: i- O7- Se1.4 -C-fr 1'rI-J/ Date Calle i Special Instructions: f pillp.m. Date ant?: ( a.m. Requester: Phone No: JApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 Pos-r— AJ bii6Ss poc-r--"14.4x o c.oP4-Lj LdA-s PteJ1 )-i-'AL %f_c A-PPf1VAL £1 / Pi b6 Pt +, ldG-'n/1A-L oA/ Mob rCAP p k ,(r_ S/6A6 ,11- d ' ro 17)-7-9Uwl ol' s7 -AJ, f')&L A1/1 -t- /->�� L- 66(mI f , �%7 ikei 7bLG ! 1- & A/6 5 44< InspectoAr 4^ ^ .fr Date: 7/14 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERMIT NO. (206)431-3670 Project: I 1.`tit. Type of In ection: FAWN �WNMt� Address. Date Called: Special Instructions: Date Wante a.m. p.m. Requester: Phone No: pproved per applicable codes. ❑ Corrections required prior to approval. OMMENTS: Inspector; 0Z/of/Olt Dater tom. (a Ti $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:350 Pe -c , tion::A of Insp cma-Am Address 1 Date Called: Special Instructions: Date Wanted: 7/I 0' a:m: Requester: Phone No: WApproved per applicable codes. L7: Corrections required prior to approval. COMMENTS: Date: ®1 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 P16`la PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: ti -0, 2(t t wye � Type of Inspection: �u-5itk. CC((( Address: o zY c e , cfr Frk-� D to Call Special Instructions: k Date6avr7 (4 a.m. p.m. Requester: Phone No: 1__J Approved per applicable codes. Corrections required prior to approval. 4. COMMENTS: r f. troVc / COVe7` Date: 6- /7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INPIINSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr pec : Type�f I rection: Address: ( 7O2 so f Date C I Special Instructions: % Date War ted: 5 - a.m. p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. OMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. kt, f' INSPECTION RECORD Retain a copy with permit INS ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P ec a (` Type o I4nspection: 1 eq--TfAS LA Address: j 7O 2F $ `v Prk-(-6 ate aired: Special Instructions: 4_ 445...24— Date Wanted: rg a.m. p.m. Requester: Phone No: Approved per applicable codes. OCorrections required prior to approval. OMMENTS: Inspector: 1L:::/ / Date-_ f 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 14ifl F'ECTIO"I INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 9818 O 206) 431 3670 Permit Inspection Request Line (206) 438-9350x- Ooh )s Prajec ; Type of Inspection: Address: f762-.7 rol,-- fr/c/,y Date Called: Special Instructions: �� Date Wanted: � - 4 --j, a.m. p.m. Requester: 11 Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Cb M MENTS: Inspector C...i . Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rc INSPECTION NO. INSPECTION RECORD Retain a copy with permit P16 - ®de PEMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Procc a it, •,,,rjof Instion: �. Address: A I ( I-707r� AT Date Ca led: Special Instructions: ,l�"2-3 %�`U`�� ice othA -Fp ..e�' ('_,:r Mate Wanted: `%b a.m. p• m. Requester.. Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 4/74- ,((qc-6 -r-fri54 Inspector: Date_ 2_3 _1; 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 SPECTION 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 Pa—ad-Li 0 Pro'ecb �� (�P ier, t ` fre (//d Type nspecP�iorr A/14 ava'''��[[ qb ve v�a { (z f (Q cef) A dress: jktt_G lr Date Called: %( /keel— a 0 7C( Special Instructions:Date PA Want 5-- r I 4 a.m. p.m. Requester: Phone No: p EIApproved per applicable codes. Corrections required prior to approval. COMMENTS:q tr,r 0 f t ` fre (//d IA'tCc44 d.,k ir- C151/711 qb ve v�a { (z f (Q cef) V p!1,tctq irirr 4— Iii (c41l0 = c cutrlfrf, c rbd 5 9a- c- may r -c ;G( r�p/ q t„.___ f - %( /keel— a 0 7C( 1 ft',06 'let) .S b r t q 6i (� 4 f ( rf 1 ro a F)7t O cie. p r f r C`f e inspector: Date:_� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. c C INSPECTION RECORD Retain a copy with permit 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 Oth-0 014 Prgjec :Type F (� Cid' of Inspection: ref i/,t( Address: _ J'70 2c-�v C r ("v wy Date Called: ate Wanted: -- j `'i 6 l a.m. p.m. Special Instructions: 1� 44 t‘ -1-(-L-0\ 11-t) d p� / l 10,042( ' %c6k 'Jall Requeer: st Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e � firo ii ge F5 2 V r 6 d1 \ L- r6° (` CAR jre , KvSeVI Inspector: Date: L/ 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D(6trodgo Pro ec Typ f In pection: tretoo Address: ate Called: Special Instructions: kM YOGIC_ Olkt -F.,—v, 0 TAJOZ€49,60 h Date Wanted: 4--- 7 -( a.m. p.m. Requester: Phone No: FOper applicable codes. Corrections required prior to approval. OLJ MMENTS: Inspector: �rJ-- Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. I PECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pr ect t I (aur �' Type Inspection: Of -42. , CC) Ils t ddress: (70Zrjdilt- cfr 4(cw Dateled: Special Instructions: 4 LI-_ -_ Date Wanted: 5" -1-V a.m. p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Date: V—g—(' , REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 6 - dao 7 PERMIT NUMBERS I"! - VU -ice_ CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /44 Sprinklers: 3 t Type of Insectiof /'TfI'�.�1 5.� 4- -;•,{4 C Address:,� Suite #: �G S S c 7?,ily Contact7erson;/ _ Special Instructions: - - / C i)n- Phone No.: 17 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: t Monitor: Pre -Fire: Permits: Occupancy Type: � /, %�' iii _ �� C0 f r -e V r , Cc_, --cor� I l r. /,:�1. ....:1-r,:../ . 'P I D �% /--% i} -_. C.,---/:,/ - - / C i)n- \ore_ Vi -t i 1-i / Crytb/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:) g Date: 7/, I I B Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit lei - oc V O /A- r- 0-77 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: _ 4 1JLIVy-er- Sprinklers: l Type of Inspection: Address: ood 5 . (, ItO ( Suite #: 1 I Contact Person: Special Instructions: Phone No.: &Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: TA- cnor,L — (9g. rofv--sz_ot i',,) kt ok, c..z -Q. r f ✓, 0.4. N Lc c),<, bc./( (Stuff Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: cc,„ SZ Date: b/30J/ Hrs.: 1 u $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ,�-s--11/4-1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1 1 1 i Sprinklers: �E-0 Type of Inspectio , : Address: Suite#: I --)02S .cC P!'4 Contact Person: Special Instructions: 1 Phone No.: V Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: �E-0 Fire Alarm: /4ytu Hood & Duct: Monitor: )/.6.,/ Pre -Fire: 1 / Occupancy Type: Cm/ .e 4r — OIL ! 6 - {--t, GLIO ,,2-0c p 5 l -P1 1 (3:00 fl &I tS L I (- GU Needs Shift Inspection: % Sprinklers: �E-0 Fire Alarm: /4ytu Hood & Duct: Monitor: )/.6.,/ Pre -Fire: Permits: / Occupancy Type: Inspector: r3 Date: 67/04 Hrs.: 2. 0 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / / Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: Address:, Suite #: !'7 a 1 C Permits: <'c �; ti�'v`� Contact Person: Special Instructions: \ Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: ------- /Je-LD , d/ U /Yes:Z 6, z"... --c If •) G�i,-- J ,�•' — A4/ , r"r /3 fi 4ia� � /:r,-7 t /e' 14/,--- �s` /. . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: Occupancy Type: Inspector: /-. 2,7 ,r ? Date: %/l6-/%4 Hrs.: % 0 L $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 XFINITY Connect XFINITY Connect Page 1 of 2 brian.wigen@comcast.net + Font Size - FW: Habit Burger - Tukwilla -RFI 02 - Structural Framing From : Brian Wigen <brian.wigen@alegisconstruction.com> Subject : FW: Habit Burger - Tukwilla -RFI 02 - Structural Framing To : brian wigen <brian.wigen@comcast.net> From: Dion Bruce [mailto:dbruce@arcv.com] Sent: Friday, April 8, 2016 4:11 PM To: Bryan Ryerse Cc: Brian Wigen; Abdullah Jafrey; Brad Killion (bkillion@habitburger.com); Syed Jafrey Subject: RE: Habit Burger - Tukwilla -RFI 02 - Structural Framing Bryan, Sun, May 22, 2016 01:26 PM Received. I've forward the RFI to the structural engineer and we are working on a solution. Dion Bruce ArcVision, Inc. 314.415.2400 From: Bryan Ryerse[mailto:brvan.rverse@alegisconstruction.com] Sent: Friday, April 08, 2016 1:37 PM To: Dion Bruce Cc: Brian Wigen; Abdullah Jafrey; Brad Killion (bkillion@habitburger.com); Syed Jafrey Subject: Habit Burger - Tukwilla -RFI 02 - Structural Framing Please see the attached RFI 02. Bryan Ryerse c: 206-402-8054 Alegis Construction Inc. www.alegiscorp.com 3701 S Norfolk Street, Ste 300 Seattle, WA 98118 Office: 206-725-0385 RECEIVED CITY OF TUKWILA MAY 23 2016 PERMIT CENTER Click here to report this email as spam. CONFIDENTIALITY STATEMENT: This E-mail and any accompanying documents or attachments contain information, which is confidential and privileged. If you are not the intended recipient, be https://web.mail.comcast.net/zimbra/h/printmessage?id=378422&tz=America/Los Angeles&xim=1 5/22/2016 r (Alegis Construction suiiwtsiiu 1 No. HBG -5007 -Field Comments -002.1-04-11-16 13701 South Norfolk Street I 1 Seattle, WA 98118 Phone: 206.725.0385 Fax Document L REQUEST FOR INFORMATION PROJECT: Habit Burger HBG#5oo7 - Tukwila, WA RFI # 2 TO: ArcVision, Inc. ATTN: Architect & Habit CM SUBJECT: Roof Structural Framing Author: GC S200 (Roof Framing Plan) calls for 3ea new 3 1/2" x12" GLB's, there is not enough room for new 12" members, between the existing roof framing and existing fire sprinkler. RECEIVED CITY OF TUKWILA MAY 2 3 2016 PERMIT CENTER SUGGESTED SOLUTION: (GC suggested solution here) DATE: 14/8/2o16 SIGNED: �C -IVuAu,: tenter email address here] PHONE #: RESPONSE REQUIRED BY: ASAP Please e-mail response to: (enter email address herel REPLY: Per our structural engineer, we are okay with the use of 6-3/4"x9" Glu -lams as an acceptable alternative. DATE: 4/11/2016 SIGNED: Dion Bruce Interior Lighting Summary LTG -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Compliance forms do not require a password to use.TriTi Instructional and calculating cells are write- Project Address The Habit Burger Grill (#5007) Date 2/9/2016 CENTER PLACE RETAIL For Building Department Use 62411. I 17025 SOUTHCENTER PKWY, TUKWILA, WA Applicant Name: ROBERT L. Queathem Applicant Address: 1950 CraigRoad, Suite 300, St. Louis, MO 63146F Applicant Phone: (314) 415-2400 Project Description ! New Building Addition. - Alteration _Flans 2777_ ^ Lighting Compliance Path i Y`,16.r4 YY... Vi..iU i'l.i1`l i ;4 Lighting Power Density Calculations C Total Building Pe rmce i Uau :. COMPLIANCE 1 (If Total Building Performance then only --LG MHg�isrequired.) ; Lighting Power Allowance Selection required to enable LPA forms , .. ii�!guldn Area Method i Space -By -Space MethoMAR 2 5 2016Method Interior Lighting System Description Briefly describe lighting system type and features. All new interior lighting and lighitng system for existing tenant devices. Various lighting fixture types for general and decor space. All new lighting control lightin ;I Of Tukwila I BUILDING DIVISION Additions and Change of Space Use (C101.4.3 & C101.4.4) !-. Addition area or Change of Space Use area complies with all applicable provisions as stand alone project Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable ---- provisions per C101.4.3 Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) _ 60% or more of luminaires in space replaced Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. �_ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 7 New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. 7 Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. - No changes are being made to the interior lighting and space use not changed. CORRECTION CITY OF TUKWILA MAR 17 2016 PERMIT CENTER Interior Lighting Summary - Space -By -Space LTG -INT -SPACE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 Lighting Alterations, Renovations & Building Additions V_U' Less than 60% Lf) 60% or more :_% Stand alone ', ; Addition combined w/exist Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit in the space provided in the Maximum Allowed Lighting table. For Building Department Use Maximum Allowed Lighting Wattage Location (plan #, room #) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) Dining room (E200, 101) Dining area: Family dining area 0.89 759 676 Entry Queue (E200, 100) & Hallway (E200, 106) Corridor/transition 0.66 401 265 Food Prep (E200,104) Kichen (E200, 103) & Expo (E200,102) Food preparation 0.99 1032 1022 Office (E200,105) Office - Enclosed 1. 11 69 77 Men (E200, 107) & Women (E200, 108) Restroom 0.98 260 255 Dining (E200,101) Atrium** Enter Height: 10 10 100 Entry Queue (5200,100) Existing Lighting Enter Exist. Watts: 1 10 10 Retail Display Allowance from LTG -INT -DISPLAY D5L - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 2521 2293 Location (plan #, room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed Expo (E200,102) DIF - 4" MR16 Downlight, (1) 10w LED (Max.) 7 10 7 0 Hallway (5200,106) D2F -4" MR16 Downlight, (1) 10w LED (Max.) 1 10 10 Dining (E200,101) D3S -4" MR16 Adj. Downlight, (1) 10w LED (Max.) 13 10 130 Entry Queue (E200,100) Dining (E200,101) D3N - 4" MR16 Adj. Downlight, (1) 10w LED (Max.) 8 10 80 Entry Queue (E200,100) &Dining (E200,101) D3F- 4" MR16 Adj. Downlight, (1) 10w LED (Max.) 2 . 10 20 Expo (E200,102) D4F - 4" MR16 Adj. Downlight, (1) 10w LED (Max.) 4 10 40 Dining (E200,101) D5S - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) 10 10 100 Entry Queue (5200,100) D5N - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) 1 10 10 Expo (5200,102) & Hallway (5200,106) D5L - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) 4 10 4 0 Expo (E200,102) D5F - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) 5 10 50 Hallway (E200,106) D6S - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) 2 10 2 0 Men (5200, 107), Women (E200, 108) & Kichen (E200, 103) D7 - 6" LED Downlight, (1) 18w Integral LED 6 18 108 Food Prep (5200,104) K1 - 2x4 Troffer (2) Lamp,T-8, 0.77 Elect. Low Wattage Ballast 4 64 256 Food Prep (E200,104), Kichen (E200, 103) &Office (E200,105) K2 - EM 2x4 Troffer (2) Lamp,T-8, 0.77 Elect. Low. Watt. Ballast 4 64 2 5 6 Kichen (E200, 103) K3 - 1x4 Troffer (2) Lamp,T-8, Elect. Ballast 2 64 128 Kichen (E200, 103) K4 - EM 1x4 Troffer (2) Lamp,T-8, Elect. Ballast 1 64 64 Food Prep (E200,104) K5 - Walk-in Cooler/Freezer lights 1x4 Strip Fixture (2) Lamp - Exemption per C405.5.1.12 3 Entry Queue (E200,100) & Dining (E200,101) MOL - MR16 MONOPOINT (1) 15w LED (Max) 5 15 75 Entry Queue (E200,100) & Dining (E200,101) MOS - MR16 MONOPOINT (1) 15w LED (Max) 3 15 45 Dining (E200,101) P1 - Glass pendant - (1) 15w LED (Max) 7 15 105 Dining (E200,101) P2 - Glass pendant - (1) 50w HALOGEN L.V. BI -PIN (Max) 6 50 300 Dining (E200,101) U1 - Adj. Bullet planter Light - (1) LED Lamp Per Fixture - (Wattage based off of max. wattage of L.V. XFMR) 2 40 80 Kichen (E200, 103) LS6 - U.C. LGTS, LED MODULE (Wattage based off of max. wattage of L.V. XFMR) 1 3 5 3 5 Men (E200, 107) & Women (E200, 108) W3 - 32" Wall Sconce, (2) F17T8, Electronic High Power Factor Ballast. 2 34 68 Men (E200, 107) & Women (E200, 108) W4 - 45" Wall Sconce, (2) F25T8, Electronic High Power Factor Ballast. 2 42 84 Entry Queue (E200,100) MON - MR16 MONOPOINT (1) 15w LED (Max) 1 15 15 Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Total Proposed Watt 2189 Notes: 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. 6. If #NA appears in Retail Display cells, information on LTG -INT -DISPLAY is incomplete. Interior Lighting Power Allowance COMPLIES Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address The Habit Burger Grill (#5007) Date 2/9/2016 CENTER PLACE RETAIL For Building Department Use 17025 SOUTHCENTER PKWY, TUKWILA, WA Applicant Name: ROBERT L. Queathem Maximum Allowed Display Lighting Wattage Location (plan #, room #) Retail Display Area Type* Allowed Watts per ft2 "` Gross Interior Area in ft2 Watts Allowed (watts/ftZ x area) * Only retail sales areas that meet the requirements defined in Table C405.5.2(2) footnote A may be entered here. Select retail sales areas form drop down menu. ** Wattages per Table C405.5.2(2) footnote A. ++ Display light allowance per footnote A calculation. Total Display Lighting Base Allowance ++ Total Display Allowance Area Area Watts Proposed Display Lighting Wattage Only separately controlled display fixtures independent of general area lighting per Table C405.5.2(2) footnote A may be entered here. Display Area* Location (plan #, room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Select retail sales display area from drop down menu. Proposed Display Lighting Totals Total Proposed Watts Retail 1 Retail 2 Retail 3 Retail 4 Notes: 1. For proposed Display Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all display fixtures. Interior Lighting Summary - Building Area Method LTG -INT -BLD 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 Lighting Alterations, Renovations & Building Additions J Less than 60% -.f) 60% or more (._,%Stand alone %V, Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they maybe combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Building Area types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use LTG -INT -SPACE form. For Building Department Use Space -By -Space method selected. Use LTG -INT -SPACE form. Building Area* Location (plan #, room #, or ALL) Area Description Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) * Select Table C405.5.2(1) Building Area from drop down menu. Total Space -By -Space method selected. Use LTG -INT -SPACE form. Building Area* Location (plan #, room #) Fixture Description** Number of Fixtures Watts/ Fixture Watts Proposed * Select Table C405.5.2(1) Building Area from drop down menu. ** Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Total Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 4. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 5. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 6. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. Exterior Li • htin • Summa LTG -EXT 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: The Habit Burger Grill (#5007) Date 2/9/2016 CENTER PLACE RETAIL For Building Department Use 17025 SOUTHCENTER PKWY, TUKWILA, WA Applicant Name: ROBERT L. Queathem Applicant Addr: 1950 Craig Road, Suite 300, St. Louis, MO 63146 Applicant Phone: (314) 415-2400 Project Description ; _.=; New Building Addition r Alteration r_ Plans Included Lighting Zone As specified by jurisdiction. Zone selection required to enable LTG -EXT form .) Zone 1 ; Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS (Section C405.2) Yes C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate on plans the manual control type & locations served; See Detail #2, Sheet E200 Indicate of plans the 50% lighting load reduction method provided or identify exception taken See Lighting plan, Sheet E200. Yes C405.2.2.1 Automatic time switch controls and override switching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; See Detail #2, Sheet E400 & Lighting Plan, E200. Indicate locations of override switches on plans and the areas served, include area sq. ft.; See Detail #2, Sheet E400 & Sheet E200. Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) See Lighting Plan, Sheet E200. Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors SeeSheet LightingE200. Plan, Yes C405.2.2.3 Daylight zones - Vertical fenestration and skylights Indicate vertical fenestration primary and secondary daylight zone areas on plans, include sq. ft.; See Lighting Plan, Sheet E200. Indicate skylight daylight zone areas on plans, include sq. ft. NA Yes C405.2.2.3.2 Daylight zone controls Indicate on plans the locations served by daylight zone controls; See Lighting Plan, Sheet E200 & Detail #1, Sheet E400. Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming See Lighting Plan, Sheet E200 Detail #1, Sheet E400. Yes C405.2.3 Specific application lighting controls - General Indicate on plans the locations served by specific application lighting controls See Lighting Plan, Sheet E200 & Detail #2 Sheet E400. Yes C405.2.3 - Items 1&2 Display and accent lighting Indicate lighting control method for display and accent lighting, and display case lighting; See Sheet E200 & Detail #2, Sheet E400 . Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space See Sheet E200 & Detail #2, Sheet E400. NA C405.2.3 - Item 3 Hotel/motel guest rooms Provide a lighting control device at each guest room entry for all permanently installed fixtures in guest room; NA Indicated whether lighting control is manual or automatic NA Yes C405.2.3 - Item 4 Supplemental task lighting Provide automatic shut-off vacancy controls for supplemental task lighting, including under -shelf or under -cabinet lighting See Lighting Plan, Sheet E200, Power Plan, Sheet E210, & Detail #3, Sheet E400. NA C405.2.3 - Item 5 Lighting for non - visual applications Identify eligible non -visual applications and method of lighting control; NA Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space NA NA C405.2.3 - Item 6 Lighting equipment for sale or demonstration Indicate lighting control method for lighting equipment for sale or demonstration; NA Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space NA Yes C405.2.3 - Item 7 Means of egress lighting If egress lighting power density is greater than 0.05W/ft2, indicate method of automatic shut-off during unoccupied periods; See Sheet E200 & Detail #2, Sheet E400. Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination See Sheet E200 & Detail #2, Sheet E400. Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes C405.10 0405.11 Cooler and freezer lighting Provide vacancy device or timer to turn off fixtures within 15 minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt See Sheet E200 & Detail #2, Sheet E400. Yes C405.2.4 Exterior lighting controls Indicate on exterior lighting plans the automatic lighting control method and locations served See Sheet E200 & Detail #2, Sheet E400. NA C405.6.1 Exterior buildingProvide grounds lighting controls motion sensor controls for buildingLighting grounds fixtures rated at greater than 100 watts with lamp efficacy less than 60 lumens, or identify exception taken exempt C405.6.1. Lighting less than 100 watts. NA C408.3 Lighting system functional testing Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Lighting exempt from the requiremnt of section C408.3 See sheet E300 for total lighting load installed at this location. Provide written procedures for functional testing of all automatic controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11) Yes C405.5.1 C405.5.1.1 C405.5.1.2 C405.5.1.3 C405.5.1.4 Total connected interior lighting power g g Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; See Lighting Schedule, Sheet E201. Identify spaces eligible for lighting power exemption on plans and in compliance forms; p NA Identify lighting equipment eligible for exemption in fixture schedule and in compliance forms; See Lighting Schedule, Sheet E201. Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently See Lighting Schedule, Sheet E201. Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture schedule (maximum 5 watts per fixture) See Lighting Schedule, Sheet E201. Yes 0405.10 C405.11 Cooler and freezer lighting For lighting in walk-in coolers and freezers, and refrigerated warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule See Lighting Schedule, Sheet E201. Lighting Power Calculation - Indicate compliance path taken NA C405.5.2 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.5.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY (Section C405.6) Yes C405.6.2 Total connected exterior lighting power Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; See Lighting Schedule, Sheet E201. Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; NA Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA NA Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.6.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes Yes C405.6.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency Na C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If "no" is selected for anyyuestion, provide explanation: Interior Lighting Summary LTG -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Compliance forms do not require a password to Instructional and calculating cells are write- it (M I Project Address The Habit Burger Grill (#5007) Date 2/9/2016 CENTER PLACE RETAIL For Building Department ' Use r IhiA' ;.: ) 17025 SOUTHCENTER PKWY, TUKWILA, WA Applicant Name: ROBERT L. Queathem Applicant Address: 1950 CraigRoad, Suite 300, St. Louis, MO 63146 Applicant Phone: (314) 415-2400 Project Description New Building Addition Alteration Plans Lighting Compliance Path • Lighting Power Density Calculations ‘ Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance Method Selection required to enable LPA forms Building Area Method .1 Space -By -Space Method Interior Lighting System Description Briefly describe lighting system type and features. All new interior lighting and lighitng system for existing tePnaPtspacc}EAll;new'Wghting control devices. Various lighting fixture types for general a11d`d�ar tighting `'�-uz- ,...%i;ti?LIAiliCE Dp tMiAR 2 5 2015 Additions and Change of Space Use (C101.4.3 & C101.4.4) i CRY Of j ult,,,ri;a I / ,i lit t,1 -t j-,,,,,,.,fp)t Addition area or Change of Space Use area complies with all applicable provisions as stand aio_esproject �. CI Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide controls per C405.2 and commissioning of lighting controls per C405.13. Document maximum applicable lighting Alterations, Renovations and Repairs (C101.4.3.1) !:: 60% or more of luminaires in space replaced Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 j New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. [ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. No changes are being made to the interior lighting and space use not changed. IVE RECE CORRECTION bib 00,10 T '€ CI INWILA MAR 17 2016 PERMIT CENTER Interior Lighting Summary - Space -By -Space LTG -INT -SPACE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 Lighting Alterations, Renovations & Building Additions _.) Less than 60% 'f, 60% or more _ Stand alone Addition combined w/exist Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. For Building Department Use Maximum Allowed Lighting Wattage Location (plan #, room #) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) Dining room (E200, 101) Dining area: Family dining area 0.89 759 676 Entry Queue (E200, 100) & Hallway (E200, 106) Corridor/transition 0.66 401 265 Food Prep (E200,104) Kichen (E200, 103) & Expo (E200.102) Food preparation 0.99 1032 1022 Office (E200,105) Office - Enclosed 1.11 69 77 Men (E200, 107) & Women (E200, 108) Restroom 0.98 260 255 Dining (E200,101) Atrium** Enter Height: 10 10 100 Entry Queue (E200,100) Existing Lighting Enter Exist. Watts: 1 10 10 Retail Display Allowance from LTG -INT -DISPLAY D5L - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 2521 2293 Location (plan #, room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed Expo (E200,102) DIF -4" MR16 Downlight, (1) 10w LED (Max.) 7 10 70 Hallway (E200,106) D2F -4" MR16 Downlight, (1) 10w LED (Max.) 1 10 10 Dining (E200,101) D3S - 4" MR16 Adj. Downlight, (1) 10w LED (Max.) 13 10 130 Entry Queue (E200,100) Dining (E200,101) D3N -4" MR16 Adj. Downlight, (1) 10w LED (Max.) 8 10 80 Entry Queue (E200,100) &Dining (E200,101) D3F- 4" MR16 Adj. Downlight, (1) 10w LED (Max.) 2 . 10 2 0 Expo (E200,102) D4F -4" MR16 Adj. Downlight, (1) 10w LED (Max.) 4 10 40 Dining (E200,101) D5S - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) 10 10 100 Entry Queue (E200,100) D5N -4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) 1 10 10 Expo (E200,102) 8 Hallway (E200,106) D5L - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) 4 10 40 Expo (E200,102) D5F - 4" MR16 Downlight w/ elbow, (1) lOw LED (Max.) 5 10 5 0 Hallway (E200,106) D6S - 4" MR16 Downlight w/ elbow, (1) 10w LED (Max.) 2 10 2 0 Men (E200, 107), Women (E200, 108) & Kichen (E200, 103) D7 - 6" LED Downlight, (1) 18w Integral LED 6 18 108 Food Prep (E200,104) K1 - 2x4 Troffer (2) Lamp,T-8, 0.77 Elect. Low Wattage Ballast 4 64 2 5 6 Food Prep (E200,104), Kichen (E200, 103) &Office (E200,105) K2 - EM 2x4 Troffer (2) Lamp,T-8, 0.77 Elect. Low. Watt. Ballast 4 64 256 Kichen (E200, 103) K3 - 1x4 Troffer (2) Lamp,T-8, Elect. Ballast 2 64 128 Kichen (E200, 103) K4 - EM 1x4 Troffer (2) Lamp,T-8, Elect. Ballast 1 64 64 Food Prep (E200,104) K5 - Walk-in Cooler/Freezer lights 1x4 Strip Fixture (2) Lamp - Exemption per C405.5.1.12 3 Entry Queue (E200,100) & Dining (E200,101) MOL - MR16 MONOPOINT (1) 15w LED (Max) 5 15 75 Entry Queue (E200,100) & Dining (E200,101) MOS - MR16 MONOPOINT (1) 15w LED (Max) 3 15 45 Dining (E200,101) P1 - Glass pendant - (1) 15w LED (Max) 7 15 105 Dining (E200,101) P2 -Glass pendant -(1) 50w HALOGEN L.V. BI -PIN (Max) 6 50 300 Dining (E200,101) U1 - Adj. Bullet planter Light - (1) LED Lamp Per Fixture - (Wattage based off of max. wattage of L.V. XFMR) 2 40 80 Kichen (E200, 103) LS6 - U.C. LGTS, LED MODULE (Wattage based off of max. wattage of L.V. XFMR) 1 3 5 3 5 Men (E200, 107) & Women (E200, 108) W3 - 32" Wall Sconce, (2) F17T8, Electronic High Power Factor Ballast. 2 34 68 Men (E200, 107) & Women (E200, 108) W4 - 45" Wall Sconce, (2) F25T8, Electronic High Power Factor Ballast. 2 42 84 Entry Queue (E200,100) MON - MR16 MONOPOINT (1) 15w LED (Max) 1 15 15 Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting *'" Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Total Proposed Watt 2189 Notes: 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. 6. If #NA appears in Retail Display cells, information on LTG -INT -DISPLAY is incomplete. Interior Lighting Power Allowance COMPLIES Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address The Habit Burger Grill (#5007) Date 2/9/2016 CENTER PLACE RETAIL For Building Department Use 17025 SOUTHCENTER PKWY, TUKWILA, WA Applicant Name: ROBERT L. Queathem Maximum Allowed Display Lighting Wattage Location (plan #, room #) Retail Display Area Type* Allowed Watts per ft2 ** Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) Only retail sales areas that meet the requirements defined in Table C405.5.2(2) footnote A may be entered here. Select retail sales areas form drop down menu. ** Wattages per Table C405.5.2(2) footnote A. ++ Display light allowance per footnote A calculation. Proposed Display Lighting Wattage Only separately controlled display fixtures independent of general area lighting per Table C405.5.2(2) footnote A may be entered here. Total Display Lighting Base Allowance ++ Total Display Allowance Area Area Watts Display Area* Location (plan #, room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Select retail sales display area from drop down menu. Proposed Display Lighting Totals Total Proposed Watts Retail 1 Retail 2 Retail 3 Retail 4 Notes: 1. For proposed Display Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all display fixtures. Interior Lighting Summary - Building Area Method LTG -INT -BLD 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 Lighting Alterations, Renovations & Building Additions Less than 60% 0, 60% or more .. ` Stand alone .. Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they maybe combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Building Area types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use LTG -INT -SPACE form. For Building Department Use Space -By -Space method selected. Use LTG -INT -SPACE form. Building Area* Location (plan #, room #, or ALL) Area Description Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) * Select Table C405.5.2(1) Building Area from drop down menu. Total Space -By -Space method selected. Use LTG -INT -SPACE form. Building Area* Location (plan #, room #) Fixture Description** Number of Fixtures Watts/ Fixture Watts Proposed * Select Table C405.5.2(1) Building Area from drop down menu. ** Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Total Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 4. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 5. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 6. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. 1 Exterior Li htin • Summa LTG -EXT 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: The Habit Burger Grill (#5007) Date 2/9/2016 CENTER PLACE RETAIL For Building Department Use 17025 SOUTHCENTER PKWY, TUKWILA, WA Applicant Name: ROBERT L. Queathem Applicant Addr: 1950 Craig Road, Suite 300, St. Louis, MO 63146 Applicant Phone: (314) 415-2400 Project Description New Building Addition I Alteration Plans Included Lighting Zone As specified by jurisdiction. Zone selection required to enable LTG -EXT form Zone 1 .•, Zone 2 Zone 3 ' Zone 4 Compliance Option • Lighting Power Density Calculations Total Building Performance Building Grounds Applies to luminaires > 100 Watts _ Efficacy > 60 lumens/W Controlled by motion sensor Exemption (list) Exterior Lighting Alterations i'.....__ No changes are being made to the existing exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 600 Tradable Surfaces Surface Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Grounds Walkways >10' wide Patio 0.14 W/ft2 709 99 Main Entry Door Main Enty doors 20W/LF door width 6 120 Other Entry Door Side Enty door 20W/LF door width 3 60 Total Allowed Tradable Watts: 279 radable Proposed Lighting Wattage (Use mfgr listed maximum input wattage for luminaire.) Tradable Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Grounds Walkways >10' wide EX1 fixture- Patio Pole lighting 2 29 58 Main Entry Door X3 1 10 10 Other Entry Door X3 1 10 10 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts plus the base site allowance. Any base site allowance not needed to make 7 8 tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 600 Non -Tradable Surfaces Surface Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage Non -Tradable Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Total excess Non -Tradable watts: Site Allowance Balance: 0 600 Exterior Lighting COMPLIES WITH SITE ALLOWANCE Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all RI Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS (Section C405.2) Yes C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate on plans the manual control type & locations served; See Detail #2, Sheet E200 Indicate of plans the 50% lighting load reduction method provided or identify exception taken See Lighting plan, Sheet E200. Yes C405.2.2.1 Automatic time switch controls and override switching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; See Detail #2, Sheet E400 & Lighting Plan, E200. Indicate locations of override switches on plans and the areas served, include area sq. ft.; See Detail #2, Sheet E400 & Sheet E200. Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) See Lighting Plan, Sheet E200. Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors SeeSheet LightingE200. Plan, Yes C405.2.2.3 Daylight zones - Vertical fenestration and skylights Indicate vertical fenestration primary and secondary daylight zone areas on plans, include sq. ft.; See Lighting Plan, Sheet E200. Indicate skylight daylight zone areas on plans, include sq. ft. NA Yes C405.2.2.3.2 Daylight zone controls Indicate on plans the locations served by daylight zone controls; See Lighting Plan, Sheet E200 & Detail #1, Sheet E400. Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming See Lighting Plan, Sheet E200 Detail #1, Sheet E400. Yes C405.2.3 Specific application lighting controls - General Indicate on plans the locations served by specific application lighting controls See Lighting Plan, Sheet E200 & Detail #2 Sheet E400. Yes C405.2.3 - Items 1&2 Display and accent lighting Indicate lighting control method for display and accent lighting, and display case lighting; See Sheet E200 & Detail #2, Sheet E400 . Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space See Sheet E200 & Detail #2, Sheet E400. NA C405.2.3 - Item 3 Hotel/motel guest rooms Provide a lighting control device at each guest room entry for all permanently installed fixtures in guest room; NA Indicated whether lighting control is manual or automatic NA Yes C405.2.3 - Item 4 Supplemental task lighting Provide automatic shut-off vacancy controls for supplemental task lighting, including under -shelf or under -cabinet lighting See Lighting Plan, Sheet E200, Power Plan, Sheet E210, & Detail #3, Sheet E400. NA C405.2.3 - Item 5 Lighting for Identify eligible non -visual applications and method of lighting control; NA non - visual applications Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space NA NA C405.2.3 - Item 6 Lighting equipment Indicate lighting control method for lighting equipment for sale or demonstration; NA for sale or demonstration Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space NA Yes Item C405.2.3 - 7 lighting Means of egress If egress lighting power density is greater than 0.05W/ft2, indicate method of automatic shut-off during unoccupied periods; See Sheet E200 & Detail #2, Sheet E400. Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination See Sheet E200 & Detail #2, Sheet E400. Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes C405.10 C405.11 Cooler and freezer lighting Provide vacancy device or timer to turn off fixtures within 15 minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt See Sheet E200 & Detail #2, Sheet E400. Yes C405.2.4 Exterior lighting controls Indicate on exterior lighting plans the automatic lighting control method and locations served See Sheet E200 & Detail #2, Sheet E400. NA C405.6.1 Exterior buildingProvide grounds lighting controls motion sensor controls for buildingLighting grounds fixtures rated at greater than 100 watts with lamp efficacy less than 60 lumens, or identify exception taken exempt C405.6.1. Lighting less than 100 watts. NA C408.3 Lighting system functional testing Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Lighting exempt from the requiremnt of section C408.3 See sheet E300 for total lighting load installed at this location. Provide written procedures for functional testing of all automatic controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11) Yes C405.5.1 C405.5.1.1 C405.5.1.2 C405.5.1.3 C405.5.1.4 Total connected interior lighting..power Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; See Lighting Schedule, Sheet E201. Identify spaces eligible for lighting power exemption on plans and in compliance forms; NA Identify lighting equipment eligible for exemption in fixture schedule and in compliance forms; See Lighting Schedule, Sheet E201. Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently See Lighting Schedule, Sheet E201. Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture schedule (maximum 5 watts per fixture) See Lighting Schedule, Sheet E201. Yes C405.10 C405.11 Cooler and freezer lighting For lighting in walk-in coolers and freezers, and refrigerated warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule See Lighting Schedule, Sheet E201. Lighting Power Calculation - Indicate compliance path taken NA C405.5.2 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.5.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY (Section C405.6) Yes C405.6.2 Total connected exterior lighting power Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; See Lighting Schedule, Sheet E201. Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; NA Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA NA Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.6.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address The Habit Burger Grill (#5007) Date 2/9/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes Yes C405.6.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If "no" is selected for any question, provide explanation: Job No. 16-076 Sheet No. 1 By Richard Dahlmann, P.E. Date 1/16 FOL CLIENT: ArcVision Inc. 1950 Craig Rd, Suite 300 St. Louis, MO PROJECT: - Habit Burge , REV1EV"ED FOR Center Plac8. i e arf COMPLIANCE 17025 Southcentera h r &wa' r Tukwila, WA MAR 2 5 2016 R .0 P/ED City of Tukwila CITY OF -t U KWILA BUILDING DIVISION FEB 1 2 2016 CARUSO TURLEY SCOTT, INC. consulting structural engineers 1215 W. Rio Salado Tempe, Arizona 85281 480/ 774-1700 480/ 774-1701 (FAX) GENERAL INFORMATION: ! �l r ►- \oi) a v )' 0 A "T (= ?C1 % 111 N c 1.1k)C ( oF) File: T:\ENG\FORMS\CALC COVER SHEET.DOC Date: SEP 1999 PERMIT CENTER b1. ootio Search Results for Map NDS PEED OCT/ON ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date: Wed Jan 20 2016 Latitude: 47.4515 Longitude: -122.2631 ASCE 7-10 Windspeeds (3 -sec peak gust in mph*): Risk Category I: 100 Risk Category II: 110 Risk Category III-IV: 115 MRI" 10 -Year: 72 MRI"" 25 -Year: 79 MRI" 50 -Year: 85 MRI" 100 -Year: 91 ASCE 7-05 Windspeed: 85 (3 -sec peak gust in mph) ASCE 7-93 Winds peed: 70 (fastest mile in mph) 'Miles per hour —Mean Recurrence Interval Users should consult with local bulling officiate to determine if there are community-opedoc wind speed requirements that govern. IS Print your results Google BRITISH COLUMBIA ALBERTA Canada S ASK A TCIIFW AN ySe le WASHINGTON OREGON IDAHO NEvADr. San Francisco 0 MONTANA UTAH WYOMING HORT nAKO' S OUT DAKO NEER United Sta COLORADO r.r CALIFORNIA oLas Vegas 0 Los Angeles ,,AtjL(,Qata 02016 Google. INEGI WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The 'material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Page 1 of 1 Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 - Redwood City, California 94065 • (650) 595-1542 4t Cs y1 r; }, fi. http://winc speed.atcouncil•o;g/index.php?option=corn content&view=article&id=10&dec... 1/20/2016 fy ., 5 a 4�6 ry I r u - y0 T\� 1: Irr -� & d1, E .0. • L. rql � Pi E ..,ti 8 'y L [-El LI • 8 L ; ® 1 ® i \ 5 a 4�6 ry I r u - y0 ry - d1, e m pa g g 8 8 R OPTIONS ONLY, FIELD VROPPER 1.00 OPTIONS ONLY, FIELD VRAPPER 1.00 INSULATION PR BAD( OF MOO I -PINT GREASE CUP GTi 0.1MTER ENO PANEL 23 To{ OUMTER [ND PANG 23' iop a� 4 4 e it e ¢8 F ttg o a o 5 g 7 if 3: §P ,mm� off„ ueuw s r, g= V , H74 b o w P N : W Ii 3 €" c by 4 g ' F g p- ee� Y A 6 34m z 0 m Habit — Tukwila WA SEATTLE, WA, 98188 111 — --AM -MES tordrillip - --_- Southern California Office 2915 Re0 C105. Cm. W..... 92828 PHONE: pu)957-1500Fft : 1919192e9W3 EMAP,ago1®wp• NM _NIN1 as (ET4 0Q Hood Support Hood 1 Support points 6 Wt= 1172 lbs P/Rod= 234 lbs (including 1.2 factor) Use 3/8" diameter threaded rod Tall= 2101 lbs OK Seismic: Sds= 0.968 ap= 2.5 Rp= z/h= 1 (conserv) Fp= 681 lbs X .7= 476 lbs. Screw to stud wall with #10 each stud 1= 14,33 ft ==> V= 48 lbs/stud- OK Brace front: F max= Fp/2= T= Fmax/.707= 238 lbs 337 lbs. 6 10 studs min Ip= 1 Use #8 wire (2x) A= 0.0214 in ^2 Tall= 428 lbs all per wire OK .,,.,...,. ` R. il ( a 0 j : t : &. \ii \ ! ! ll III ri /' | 3 � §|— it'' /0\1 A el. ¥ ,' | i| ■ e . ; ) 7 I & M0 In $) 1� :,e,: :m „!|| §%ƒ !\: .(,.1. ,r, |� ! `i , � 0 •, i | ! ll III ri /' | � §|— it'' /0\1 UM;' ; | | 6) / § ■ { ) F. ! [ 1.4 Habit -Tukwila WA SEATTLE, WA, 98188 A 1111111 NMI INNIS== a ■■�— ® I I V ,= wnwecaptvoriremm Southern California Office 2315 RS ...S. CIO% Costa U., CA. PHONE (1,41)957-1.M, seifiratiSeencit33alkiehrot §m Make up air Unit centroid b h Ybar A Ybar X A Al sq 40.1 36.8 18.4 1474.6 27095.7 A2 sq 42.1 36.8 18.4 1548.1 28446.2 A3 sq 0.0 0.0 0.0 A4 sq 0.0 0.0 0.0 A5 sq 0.0 0.0 0.0 A6 sq 0.0 0.0 0.0 A7 triangle 53.6 36.0 24.0 965.3 23166.0 3987.9 78707.9 Sigma Ybar= 19.7 Use ht= sigma Ybar X 2= Use length = A/ht= 39.5 101.0 Mechanical Unit Overturning MUA Unit info: Weight= 886 lbs X 1.2= 1063 lbs. Length= 101 in Width= 31 in Height= 39.5 in Curb height = 16.25 in Seismic: Per ASCE 7 Chapter 13 Sds= 0.968 ap= 2.5 Ip= 1 Rp= 6 z/h= 1 (conservative) Fp= (.4*ap*Sds*W) * (1+2*z/h) = Rp/Ip Fp max= 1.6*Sds*Ip*W = Fp min= .3*Sds*Ip*W = Fp= 1.5488 W 0.2904 W 515 lb @ 36 in -, 0.484 W <-- Governs Mot (base)= 18525 lbs * .7= 12967.6 "lbs Mot(to curb) x.7= Mr= Wtx1.2* width/2= 16479.6 'lbs * .6= 9888 "lbs Tr base= 99 lbs Tr to curb= Sliding: V= Wind: 515 lbs 110 mph 3- sec gust wind speed Risk Category .... II Exposure C Af= 39 ft^2 Av= 22 ft^2 h/d= 0.55 Af<.1 Bh therefore GCr (h)= 1.9 GCr (v)= 1.5 Kz= 0.85 Kzt= 1.0 Kd= 0.85 qz= .00256 Kz Kzt Kd VA2 = 22.4 psf ASCE-7 eqn. 30.3-1 Fh= qh(GCr) Af X .6= 998 lbs ASCE-7 eqn. 29.5-2 Fv= qv(GCr) Av X .6= 438 lbs ASC& -7 eqn 29.5-3 Mot (base)= 42703 "lbs Mot(to curb) = Mr= Wt* width/2= 13733 `lbs * .6= 8240 "lbs Tr= 1112 lbs Tr to curb= Sliding: V= 998 lbs 7114 "lbs -89 lbs 26492 "lbs 589 lbs Attachment: Screw spacing unit to curb: #12 screw spacing = N= 24 V all/screw (20 gage material)= Vall= 4512 lbs vs. T all/screw (20 gage material)= Tall= 855 lbs Curb to wood roof: #12 X 2 1/2" wood screws = Shear: N= V all/screw= Vail= Tension T all/screw= Tall= 16 3184 lbs vs. 1824 lbs curb: 31" X 79" 8 " o.c. all around 188 lbs 998 lbs OK 95 lbs N= 9 12 " o.c. all around 199 lbs 998 lbs OK 304 lbs N= 6 Unity: V + T Vall+ Tall unity seismic= 0.11 unitywind= 0.91 Unity: V + T Vall+ Tall unity seismic= 0.22 unity wind= 0.92 'onnection Calculator http://www.awc.org/codes-standards/calculators-software/connectioncalc y 1 V Design Method' Allowable Stress Design (ASD) Connection Type I Withdrawal loading FastenerType,i, Wood Screw Loading Scenario N/A Submit Initial Values Main Member Typelit Hem -Fir . Main Member Thickness i 5.5 in. Side Member Type1 Steel Side Member Thickness,!! 20 gage Wood Screw Number i 12 (D = 0.216 in.) Length: { 2.5 in. Load Duration Factor, f C_D = 1.6 Wet Service Factor -1 C_M = 1.0 Temperature Factor. I C_t = 1.0 Calculate Connection Capacity Tien rrooe Oescriotlons I - Limits of Use Diaphragm Factor Help lend U ut;on factor Help Ttchncal Help I Sha_:. 'Printable View Adjusted ASD Capacity 304 lbs. • The Adjusted ASD Capacity does not apply for wood screws installed in the end grain of wood members. • The Adjusted ASD Capacity only applies to withdrawal of the fastener from the main member. It does not address head pull-through capacity of the fastener in the side member. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Woc,1 �. App Store Available on theiphune.: .01•01P arrow j A Google- play Connection Calculator available for the Phone. Connection Calculator available for the Android OS. of 3 1/20/2016 3:52 PM °onnection Calculator http://www.awe.org/codes-standards/calculators-software/connectioncaic Design Methodil Allowable Stress Design (ASD) Connection Type; Lateral loading . Fastener Type r— IWood Screw Loading Scenario; i Single Shear Submit Initial Values I Main Member Typq Hem; Fir Main Member Thickness 5.5 in. Main Member: Angle of Load to Grain' 2761bs. ; i0 Side Member Type: J Steel Side Member Thickness f 20 gage Side Member: Angle of Ij0 Load to Grain l' 462 lbs. Wood Screw Number' 112 (D = 0.216 in.) Length: {2.5 in. Load Duration Factor t C_D = 1.6 Wet Service Factor I C_M = 1.0 End Grain Factor; , C eg = 1.0 Temperature Factor' I C_t = 1.0 Calculate. Connection Capacity • .>c:an rielo Mode Descriptions i Limits of Use Diaphragm Factor Her. ( Lead !untion Factor HelE Techr cul Help chow f'n^.tabl..? `.... . Connection Yield Modes Im 1068 lbs. Is 2761bs. II 4361bs. 1IIm 462 lbs. Ills 199 lbs. IV '1281 lbs. Adjusted ASD Capacity 99 lbs. •• Wood Screw bending yield strength of 80000 psi is assumed. •- Dowel bearing strengths for wood screws with nominal diameter greater than 1/4 in. are calculated and rounded to the nearest 50 psi in accordance with NDS Table 11.3.2. • Length of tapered tip is assumed to be two times the nominal wood screw diameter for calculating dowel bearing length in the main member • ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 in. thick While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the infotmation reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood_ Co ul ci; . Available on the iPhone D App Store' mo 1114,o. '- Google play Connection Calculator available for the ;Phone. Connection Calculator available for the Android OS. of 3 1/20/2016 3:51 PM Ot40141. 4 ' r0 Ass 4,.$.0 yryy..§ fq, 1 j4 I 1 . 6,1 ,............. a ,,--1 _ .. . 1 1----" r -1 1 • 1 , 1 , , . . 1 nii-7. _:_•_\, 111-a WALL 414 4,4 r 66e;SIVO-P+ Klotia HMO 11-72*P. 77— talme•••••ars,ormwamo 1 „ . . -1- • . . Jt iiJ £ 74,1": 12-of..-91\JAAJZ„, CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Name Job No. C —c�76 Sheet No. % By fl� • Date (-1 L ) 0) 2:-.A.6 - F'. Z G' eel ft c_ vtamFry F `= zv' ' fxt - F-4 I c! t094. C,rR. S � `'��a �12�'J�1 G 2y1~ c Z 2%'' A5 occct) ) Sf ,t' VMA T ) f }�,e4tv -c:,1(✓c ,c) 'Li '-7""A17J) W Wood Beam Description : exisitng roof joists 2x6@24" o.c. span reduced by new puriin CODE REFERENCES File = T:1RAD116076H-11enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver.6.15.12.9 Licensee : caruso turley scott Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc - PrII Douglas Fir - Larch Fc - Perp : No.2 Fv Ft : Beam is Fully Braced against lateral -torsion buckling 900.0 psi 900.0 psi 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi E : Modulus of Elasticity Ebend-xx 1,600.0ksi Eminbend - xx 580.0 ksi Density 31.20 pcf Repetitive Member Stress Increase DD0.355) D10.03) U0 051 2x6 Span = 5-0 ft Applied Loads Uniform Load : D = 0.0150, L = 0.0250 ksf, Tributary Width = 2.0 ft Point Load : D = 0.3550 k (@ 2.50 ft DESIGN SUMMARY ---._-_---- ._ Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.711: 1 2x6 1,100.83 psi 1,547.33 psi +D+L+H 2.500ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.021 in Ratio = 0.000 in Ratio = 0.082 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 2822 0 <360 729 0 <180 Design OK 0.344: 1 2x6 62.00 psi 180.00 psi +D+L+H 0.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN Ci Cr Moment Values Cm C CL M fb Fb Shear Values V fv Fv D Only Length = 5.0 ft 1 0.612 0.268 +D+L+H Length = 5.0 ft 1 0.711 0.344 +D+{.r+H Length = 5.0 ft 1 0.441 0.193 +D+S+H Length = 5.0 ft 1 0.479 0.210 +D+0.750Lr+0.750L+H Length = 5.0 ft 1 0.537 0.255 +D+0.750L+0.750S+11 0.90 1.300 1.300 1.00 1.300 1.300 1.25 1.300 1.300 1.15 1.300 1.300 1.25 1.300 1.300 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.54 852.89 0.69 1,100.83 0.54 852.89 0.54 852.89 0.65 1,038.84 0.00 1392.59 0.00 1547.33 0.00 1934.16 0.00 1779.42 0.00 1934.16 0.00 0.00 0.00 0.00 0.24 43.42 162.00 0.00 0.00 0.00 0.34 62.00 180.00 0.00 0.00 0.00 0.24 43.42 225.00 0.00 0.00 0.00 0.24 43.42 207.00 0.00 0.00 0.00 0.32 57.36 225.00 0.00 0.00 0.00 Wood Beam Lic. # : KW -06000624 Description : exisitng roof joists 2x6@24" o.c. span reduced by new purlin Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Cm C t CL Rle = T:1RAD116076H-1lenercalc.ec6 ENERCALC, INC.1983-2015, Build:6.15.12.9, Ver.6.15.12.9 Licensee : caruso turley scott Moment Values Shear Values M fb F'b V fv F'v Length = 5.0 ft 1 0.584 0.277 1.15 1.300 1.00 1.15 1.15 1.00 1.00 0.65 1,038.84 1779.42 0.32 57.36 207.00 +O+W41 1.300 1.00 1.15 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.345 0.151 1.60 1.300 1.00 1.15 1.15 1.00 1.00 0.54 852.89 2475.72 0.24 43.42 288.00 +D+0.70E+H 1.300 1.00 1.15 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.345 0.151 1.60 1.300 1.00 1.15 1.15 1.00 1.00 0.54 852.89 2475.72 0.24 43.42 288.00 +D+0.750Lr+0.750L+0.750W+H 1.300 1.00 1.15 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.420 0.199 1.60 1.300 1.00 1.15 1.15 1.00 1.00 0.65 1,038.84 2475.72 0.32 57.36 288.00 +0+0.750L+0.750S+0.750W+H 1.300 1.00 1.15 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.420 0.199 1.60 1.300 1.00 1.15 1.15 1.00 1.00 0.65 1,038.84 2475.72 0.32 57.36 288.00 +D+0.750Lr+0.750L+0.5250E+H 1.300 1.00 1.15 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.420 0.199 1.60 1.300 1.00 1.15 1.15 1.00 1.00 0.65 1,038.84 2475.72 0.32 57.36 288.00 +D+0.750L+0.750S+0.5250E+H 1.300 1.00 1.15 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.420 0.199 1.60 1.300 1.00 1.15 1.15 1.00 1.00 0.65 1,038.84 2475.72 0.32 57.36 288.00 +0.60D+W+FI 1.300 1.00 1.15 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.207 0.090 1.60 1.300 1.00 1.15 1.15 1.00 1.00 0.32 511.74 2475.72 0.14 26.05 288.00 +0.60D+0.70E+FI 1.300 1.00 1.15 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.207 0.090 1.60 1.300 1.00 1.15 1.15 1.00 1.00 0.32 511.74 2475.72 0.14 26.05 288.00 Overall Maximum Deflections Load Combination Span Max. ° " Defl Location in Span Load Combination Max. "+" Defl Location in Span +O+L+H Vertical Reactions 1 0.0823 2.518 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.378 0.378 Overall MINimum 0.125 0.125 D Only 0.253 0.253 +D+L+H 0.378 0.378 +D+Lr+H 0.253 0.253 +D+S+H 0.253 0.253 +D+0.750Lr+0.750L+H 0.346 0.346 +D+0.750L+0.750S+H 0.346 0.346 +D+W+H 0.253 0.253 +D+0.70E+H 0.253 0.253 +D+0.750Lr+0.750L+0.750W+H 0.346 0.346 +D+0.750L+0.750S+0.750W+H 0.346 0.346 +D+0.750Lr+0.750L+0.5250E+H 0.346 0.346 +0+0.750L+0.750S+0.5250E+H 0.346 0.346 +0.60D+W+H 0.152 0.152 +0.60D+0.70E+H 0.152 0.152 D Only 0.253 0.253 Lr Only L Only 0.125 0.125 S Only W Only E Only H Only CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com X -7UJL 1N ea“ h -0/2.17.- e 8 t` -t' x1 `? y\I C. L. < 7 G, 3'/6 X17- G C43 Job Name Job No. t €ail U Sheet No. 1 6 By f'1-4 Date 2-5S E X f _s --T 1Nc t-1 )X pV S llv-c.Z3 --`—k Q V (AIL r' -V-"‘ to -t3 F:)( Z 006* c' 3z Wood Beam Description : New roof puffins between 4X14@10' o.c. - ✓'"i v,P• CODE REFERENCES File = T:IRAD116076H-11enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee : caruso turley scott Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Fb - Tension Fb - Compr Fc - Prll Wood Species : DF/DF Fc - Perp Wood Grade : 24F - V4 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 850.0 ksi Density 31.20pcf D(0.532) D(0.075) L(0.125) 3.125x12 Span = 20.0 ft Applied Loads Uniform Load : D = 0.0750, L = 0.1250 , Tributary Width =1.0 ft Point Load: D= 0.5320k(a?8.0ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.71a 1 Maximum Shear Stress Ratio 3.125x12 Section used for this span 1,958.58 psi fv : Actual 2,760.00 psi Fv : Allowable +D+L+H Load Combination 8.905ft Location of maximum on span Span # 1 Span # where maximum occurs 0.559 in Ratio = 0.000 in Ratio = 1.074 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 429 0 <360 223 0 <180 Design OK 0.321 : 1 3.125x12 85.18 psi 265.00 psi +D+L+H 0.000 ft Span # 1 Load Combination Segment Length Max Stress Ratios Span # M V Cd CEN Ci Cr Cm C t CL Moment Values M fb Shear Values Fb V. fv Fv D Only Length = 20.0 ft +D+L+H Length = 20.0 ft +D+Lr+H Length = 20.0 ft +D+S+H Length = 20.0 ft +D+0.750Lr+0.750L+H Length = 20.0 ft +D+0.750L+0.750S+H 1 0.396 0.167 0.90 1.000 1.000 1 0.710 0.321 1.00 1.000 1.000 1 0.285 0.121 1.25 1.000 1.000 1 0.310 0.131 1.15 1.000 1.000 1 0.496 0.223 1.25 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.15 984.28 12.24 1,958.58 6.15 984.28 6.15 984.28 10.70 1,711.94 0.00 2484.00 0.00 2760.00 0.00 3450.00 0.00 3174.00 0.00 3450.00 0.00 0.00 0.00 0.00 1.00 39.92 238.50 0.00 0.00 0.00 2.13 85.18 265.00 0.00 0.00 0.00 1.00 39.92 331.25 0.00 0.00 0.00 1.00 39.92 304.75 0.00 0.00 0.00 1.85 73.86 331.25 0.00 0.00 0.00 Wood Beam Lic. # : KW -06000624 Description : Load Combination New roof purlins between 4X14@10' o.c. Max Stress Ratios Fle = T:1RAD116076H-11enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.129, Ver:6.15.12.9 Licensee : caruso turley scott Moment Values Shear Values Segment Length Span # M V Cd C EN Ci Cr Cm C t CL M lb F'b V fv F'v Length = 20.0 ft 1 0.539 0.242 1.15 1.000 1.00 1.00 1.15 1.00 1.00 10.70 1,711.94 3174.00 1.85 73.86 304.75 +D+W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.223 0.094 1.60 1.000 1.00 1.00 1.15 1.00 1.00 6.15 984.28 4416.00 1.00 39.92 424.00 +D+0.70E+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.223 0.094 1.60 1.000 1.00 1.00 1.15 1.00 1.00 6.15 984.28 4416.00 1.00 39.92 424.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.388 0.174 1.60 1.000 1.00 1.00 1.15 1.00 1.00 10.70 1,711.94 4416.00 1.85 73.86 424.00 +D+0.750L+0.750S+0.750W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.388 0.174 1.60 1.000 1.00 1.00 1.15 1.00 1.00 10.70 1,711.94 4416.00 1.85 73.86 424.00 +0+0.750Lr+0.750L+0.5250E+1-1 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.388 0.174 1.60 1.000 1.00 1.00 1.15 1.00 1.00 10.70 1,711.94 4416.00 1.85 73.86 424.00 +0+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.388 0.174 1.60 1.000 1.00 1.00 1.15 1.00 1.00 10.70 1,711.94 4416.00 1.85 73.86 424.00 +0.60D+W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.134 0.056 1.60 1.000 1.00 1.00 1.15 1.00 1.00 3.69 590.57 4416.00 0.60 23.95 424.00 +0.60D+0.70E+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.134 0.056 1.60 1.000 1.00 1.00 1.15 1.00 1.00 3.69 590.57 4416.00 0.60 23.95 424.00 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H Vertical Reactions Load Combination 1 1.0739 9.927 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 Overall MAXimum 2.319 2.213 Overall MINimum 0.642 0.578 D Only 1.069 0.963 +D+L+H 2.319 2.213 +D+Lr+H 1.069 0.963 +D+S+H 1.069 0.963 +D+0.750Lr+0.750L+H 2.007 1.900 +0+0.750L+0.750S+11 2.007 1.900 +D+W+H 1.069 0.963 +D+0.70E+H 1.069 0.963 +D+0.750Lr+0.750L+0.750W+H 2.007 1.900 +D+0.750L+0.750S+0.750W+H 2.007 1.900 +D+0.750Lr+0.750L+0.5250E+H 2.007 1.900 +0+0.750L+0.750S+0.5250E+H 2.007 1.900 +0.60D+W+H 0.642 0.578 +0.60D+0.70E+H 0.642 0.578 D Only 1.069 0.963 Lr Only L Only 1.250 1.250 S Only W Only E Only H Only Wood Beam Lic. # : KW -060001 Description : New roof purlins between 4X14@10' o.c.- hood CODE REFERENCES File = T:\RAD\16076H-1\enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee_: caruso turley scott Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood Species Wood Grade DF/DF :24F -V4 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend-xx 1,800.0ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 850.0 ksi Density 3120pcf D(0.235) D(0.235) D(0.075�L(0.125) V i 3.125x12 Span = 20.0 ft Applied Loads Uniform Load : D = 0.0750, L = 0.1250 , Tributary Width = 1.0 ft Point Load: D=0.2350k(a)7,0ft Point Load : D = 0.2350 k p 14.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.66a 1 Max 3.125x12 1,844.45psi 2,760.00 psi +D+L+H 9.927ft Span # 1 0.559 in Ratio = 0.000 in Ratio = 1.034 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations imum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 429 0 <360 232 0 <180 Design OK.' 0.310 : 1 3.125x12 82.28 psi 265.00 psi +D+L+H 19.051 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN Ci Cr Cm C CL Moment Values M fb Shear Values Pb V fv F'v D Only Length = 20.0 ft +D+L+H Length = 20.0 ft +D+Lr+H Length = 20.0 ft +D+S+H Length = 20.0 ft +D+0.750Lr+0.750L+H Length = 20.0 ft 1 0.340 0.155 0.90 1 0.668 0.310 1.00 1 0.245 0.112 1.25 1 0.266 0.121 1.15 1 0.462 0.214 1.25 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.28 844.55 11.53 1,844.45 5.28 844.55 5.28 844.55 9.97 1,594.47 0.00 2484.00 0.00 2760.00 0.00 3450.00 0.00 3174.00 0.00 3450.00 0.00 0.93 0.00 2.06 0.00 0.93 0.00 0.93 0.00 1.77 0.00 37.02 0.00 82.28 0.00 37.02 0.00 37.02 0.00 70.96 0.00 238.50 0.00 265.00 0.00 331.25 0.00 304.75 0.00 331.25 Wood Beam Description : Load Combination New roof purlins between 4X14@10' oz.- hood Max Stress Ratios File = T:1RAD116076H-1\enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver.6.15.12.9 Licensee : caruso turley scott Moment Values Shear Values Segment Length Span # M V Cd C EN C i Cr Cm C t CL M fb F'b V iv F'v +0+0.750L+0.750S+11 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.502 0.233 1.15 1.000 1.00 1.00 1.15 1.00 1.00 9.97 1,594.47 3174.00 1.77 70.96 304.75 +D+W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.191 0.087 1.60 1.000 1.00 1.00 1.15 1.00 1.00 5.28 844.55 4416.00 0.93 37.02 424.00 +D+0.70E+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.191 0.087 1.60 1.000 1.00 1.00 1.15 1.00 1.00 5.28 844.55 4416.00 0.93 37.02 424.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.361 0.167 1.60 1.000 1.00 1.00 1.15 1.00 1.00 9.97 1,594.47 4416.00 1.77 70.96 424.00 +D+0.750L+0.750S+0.750W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.361 0.167 1.60 1.000 1.00 1.00 1.15 1.00 1.00 9.97 1,594.47 4416.00 1.77 70.96 424.00 +D+0.750Lr+0.750L+0.5250E+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.361 0.167 1.60 1.000 1.00 1.00 1.15 1.00 1.00 9.97 1,594.47 4416.00 1.77 70.96 424.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.361 0.167 1.60 1.000 1.00 1.00 1.15 1.00 1.00 9.97 1,594.47 4416.00 1.77 70.96 424.00 +0.60D+W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.115 0.052 1.60 1.000 1.00 1.00 1.15 1.00 1.00 3.17 506.73 4416.00 0.56 22.21 424.00 +0.60D+0.70E+F( 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.115 0.052 1.60 1.000 1.00 1.00 1.15 1.00 1.00 3.17 506.73 4416.00 0.56 22.21 424.00 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H 1 1.0345 10.073 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.223 2.247 Overall MINimum 0.584 0.598 D Only 0.973 0.997 +D+L+H 2.223 2.247 +D+Lr+H 0.973 0.997 +D+S+H 0.973 0.997 +D+0.750Lr+0.750L+H 1.911 1.934 +D+0.750L+0.750S+11 1.911 1.934 +D+W+H 0.973 0.997 +D+0.70E+H 0.973 0.997 +D+0.750Lr+0.750L+0.750W+H 1.911 1.934 +D+0.750L+0.750S+0.750W +H 1.911 1.934 +D+0.750Lr+0.750L+0.5250E+H 1.911 1.934 +0+0.750L+0.750S+0.5250E+11 1.911 1.934 +0.60D+W+H 0.584 0.598 +0.60D+0.70E+H 0.584 0.598 D Only 0.973 0.997 Lr Only L Only 1.250 1.250 S Only W Only E Only H Only CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 7741701 www.ctsaz.com Job Name Job No. (- t3 �Sheet No. c1 By IVY) Date t f o4`+e-° \st S Z:7,.4 pY Z ?viz tW,(m.e.Y14.vt-' i ' s C?ry r rae —f " C er, t-rof C? ,' T T I is f Q,+ E AC 0 -)Cit) - -3zDfc ee.t" 0 k Wood Beam Description : roof girder- grid E CODE REFERENCES Z,2 File = T:1RAD116076H-1lenercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver.6.15.12.9 Licensee : caruso turley.scott Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : DF/DF : 24F - V8 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 0(2.7), 5(4.5) D(2.7), S(4/30.454) D(2.7),b((41p)2) Y V 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend-xx 1,800.0ksi Eminbend - xx 950.0 ksi Ebend- yy 1 ,600.Oksi Eminbend - yy 850.0 ksi Density 31.20pcf 0(2.7),S(4.5) 5.125x24 Span = 35.0 ft 5.125x24 .Span =5.0ft Applied Loads Load for Span Number 1 Point Load: D = 2.70, S = 4.50k(a,0.0ft Point Load : D = 2.70, S = 4.50 k an, 10.0 ft Point Load: D = 2.70, S=4.50kno, 20.0 ft Point Load : D = 2.70, S = 4.50 k 0 30.0 ft Point Load: D=1.454k an,12.0ft Point Load : D = 0.320 k ap, 21.0 ft Load for Span Number 2 Point Load: D = 2.70, S = 4.50 k 5.0 ft Point Load: D=4.0, L=6.60k(at5.0ft Point Load: D = 2.70, S=4.50kt 5.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.914 1 5.125x24 2,573.17 psi 2,813.97 psi +D+0.750L+0.750S+H 35.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.358 in Ratio = - 0.166 in Ratio = 1.363 in Ratio = - 0.142 in Ratio = Maximum Forces & Stresses for Load Combinations 334 <360 722 308 844 Design N.G. _- 0.844: 1 5.125x24 = 257.32 psi = 304.75 psi +D+0.750L+0.750S+H 35.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C1 Cr Cm C1 CL Moment Values M fb Pb Shear Values V fv Fv +D+H Length = 35.0 ft 1 0.521 0.481 0.90 0.887 1.00 1.00 1.15 1.00 1.00 47.00 0.00 0.00 0.00 0.00 1,146.34 2202.24 9.40 114.63 238.50 Wood Beam Description : Load Combination roof girder- grid E Max Stress Ratios File = T:IRAD116076H-1lenercalc.ec6 ENERCALC, INC.1983-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee : caruso turley scott Moment Values Shear Values Segment Length Span # M V Cd C FN Ci Cr Cm C t CL M fb Fb V fv F'v Length = 5.0 ft 2 0.461 0.481 0.90 1.000 1.00 1.00 1.15 1.00 1.00 47.00 1,146.34 2484.00 9.40 114.63 238.50 +D+L+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.797 0.736 1.00 0.887 1.00 1.00 1.15 1.00 1.00 80.00 1,951.22 2446.93 16.00 195.12 265.00 Length = 5.0 ft 2 0.707 0.736 1.00 1.000 1.00 1.00 1.15 1.00 1.00 80.00 1,951.22 2760.00 16.00 195.12 265.00 +D+Lr+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.375 0.346 1.25 0.887 1.00 1.00 1.15 1.00 1.00 47.00 1,146.34 3058.66 9.40 114.63 331.25 Length = 5.0 ft 2 0.332 0.346 1.25 1.000 1.00 1.00 1.15 1.00 1.00 47.00 1,146.34 3450.00 9.40 114.63 331.25 +D+S4l 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.797 0.736 1.15 0.887 1.00 1.00 1.15 1.00 1.00 92.00 2,243.90 2813.97 18.40 224.39 304.75 Length = 5.0 ft 2 0.707 0.736 1.15 1.000 1.00 1.00 1.15 1.00 1.00 92.00 2,243.90 3174.00 18.40 224.39 304.75 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.572 0.528 1.25 0.887 1.00 1.00 1.15 1.00 1.00 71.75 1,750.00 3058.66 14.35 175.00 331.25 Length = 5.0 ft 2 0.507 0.528 1.25 1.000 1.00 1.00 1.15 1.00 1.00 71.75 1,750.00 3450.00 14.35 175.00 331.25 +D+0.750L+0.750S+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.914 0.844 1.15 0.887 1.00 1.00 1.15 1.00 1.00 105.50 2,573.17 2813.97 21.10 257.32 304.75 Length = 5.0 ft 2 0.811 0.844 1.15 1.000 1.00 1.00 1.15 1.00 1.00 105.50 2,573.17 3174.00 21.10 257.32 304.75 +0+0.60W41 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.293 0.270 1.60 0.887 1.00 1.00 1.15 1.00 1,00 47.00 1,146.34 3915.08 9.40 114.63 424.00 Length = 5.0 ft 2 0.260 0.270 1.60 1.000 1.00 1.00 1.15 1.00 1.00 47.00 1,146.34 4416.00 9.40 114.63 424.00 + 0+0.70E41 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.293 0.270 1.60 0.887 1.00 1.00 1.15 1.00 1.00 47.00 1,146.34 3915.08 9.40 114.63 424.00 Length = 5.0 ft 2 0.260 0.270 1.60 1.000 1.00 1.00 1.15 1.00 1.00 47.00 1,146.34 4416.00 9.40 114.63 424.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.447 0.413 1.60 0.887 1.00 1.00 1.15 1.00 1.00 71.75 1,750.00 3915.08 14.35 175.00 424.00 Length = 5.0 ft 2 0.396 0.413 1.60 1.000 1.00 1.00 1.15 1.00 1.00 71.75 1,750.00 4416.00 14.35 175.00 424.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.657 0.607 1.60 0.887 1.00 1.00 1.15 1.00 1.00 105.50 2,573.17 3915.08 21.10 257.32 424.00 Length = 5.0 ft 2 0.583 0.607 1.60 1.000 1.00 1.00 1.15 1.00 1.00 105.50 2,573.17 4416.00 21.10 257.32 424.00 + -*0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.657 0.607 1.60 0.887 1.00 1.00 1.15 1.00 1.00 105.50 2,573.17 3915.08 21.10 257.32 424.00 Length = 5.0 ft 2 0.583 0.607 1.60 1.000 1.00 1.00 1.15 1.00 1.00 105.50 2,573.17 4416.00 21.10 257.32 424.00 + 0.60D+0.60W+0.60H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.176 0.162 1.60 0.887 1.00 1.00 1.15 1.00 1.00 28.20 687.80 3915.08 5.64 68.78 424.00 Length = 5.0 ft 2 0.156 0.162 1.60 1.000 1.00 1.00 1.15 1.00 1.00 28.20 687.80 4416.00 5.64 68.78 424.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.176 0.162 1.60 0.887 1.00 1.00 1.15 1.00 1.00 28.20 687.80 3915.08 5.64 68.78 424.00 Length = 5.0 ft 2 0.156 0.162 1.60 1.000 1.00 1.00 1.15 1.00 1.00 28.20 687.80 4416.00 5.64 68.78 424.00 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H 1 1.3625 15.838 0.0000 0.000 +D+L+H 2 0.3813 5.000 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 14.912 35.219 Overall MINimum -0.943 7.543 +041 5.912 16.062 +D+L+H 4.969 23.605 +D+Lr+H 5.912 16.062 +D+541 14.912 34.062 +D+0.750Lr+0.750L41 5.205 21.719 +D+0.750L+0.750S+H 11.955 35.219 +D+0.60W+H 5.912 16.062 +0+0.70E41 5.912 16.062 +D+0.750Lr+0.750L+0.450W+H 5.205 21.719 +D+0.750L+0.750S+0.450W+H 11.955 35.219 +D+0.750L+0.750S+0.5250E+H 11.955 35.219 +0.60D+0.60W+0.60H 3.547 9.637 +0.60D+0.70E+0.60H 3.547 9.637 21 Wood Beam Lic. # : KW -06000624 Description : roof girder- grid E Vertical Reactions Support notation : Far left is #1 Fle = T:1RAD116076H-11enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver.6.15.12.9 Licensee : caruso turley scott Values in KIPS Load Combination Support 1 Support 2 Support 3 D Only Lr Only L Only S Only W Only E Only H Only 5.912 16.062 -0.943 7.543 9.000 18.000 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com GP F L ry U Job Name Job No. 16—'3-16 17emvP Sheet No. Date6 ?)4ZI Gt-./3 )49..dr 5 < l l Y. L. Y.4 I G .i17. c/ • r .( Vis) 6 L -Paxx) \22-C. ( F 4 L1 71, Wood Beam Lic. # KW -06000624 Description : roof girder- grid F CODE REFERENCES File = T:1RAD116076H-1lenercalc.ec6 ENERCALC, INC.1983-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee : caruso turley: scott. Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : DF/DF : 24F - V8 Fb - Tension Fb - Compr Fc - Pill Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E: Modulus of Elasticity Ebend- xx 1,800.0ksi Eminbend - xx 950.0ksi Ebend- yy 1,600.0 ksi Eminbend -yy 850.0 ksi Density 31.20 pcf D(3) S(5) D(3) S(5) D(3)[45745) D(3)(45)193) D(6) S(10) T 1 1 V M 5.125x21 Span =35.0ft 5.125x21 Span = 5.0 ft Applied Loads Load for Span Number 1 Point Load : D = 3.0, S = 5.0 k 0.0 ft Point Load: D=3.0, S = 5.0 k a 10.0 ft Point Load: D=3.0, S=5.0k oa20.0ft Point Load: D=3.0, S=5.0k(a,30.0ft Point Load : D = 0.7450 k 0, 21.0 ft Point Load : D = 0.4930 k (Q? 31.0 ft Load for Span Number 2 Point Load: D=6.0, S=10.0k5.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.9731 Maxi 5.125x21 2,773.66 psi 2,851.79 psi +D+S+H 19.944ft Span # 1 1.425 in Ratio = - 0.275 in Ratio = 2.467 in Ratio = - 0.534 in Ratio = Maximum Forces & Stresses for Load Combinations mum Shear Stress Ratio Section used for this span fv : Actual Fv Allowable Design N.G. 0.772: 1 5.125x21 = 235.31 psi 304.75 psi Load Combination +D+S+H Location of maximum on span = 31.089 ft Span # where maximum occurs = Span # 1 L '0457\ivG /S 294 <360 (. 4 2- C 436 -. Z7 9- 170 <180 v• Z8 - . 1 6"r r---,caaoets - W --- 224--; l 2244y I '' ; 7 Ec.n.t'tcc. -- O "' � � J Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN Ci Cr Cm C t CL Moment Values M fb Fb Shear Values V fv F'v +D+H Length = 35.0 ft Length = 5.0 ft +D+L+H 1 0.529 ..0.402 0.90 0.898 1.00 1.00 1.15 1.00 1.00 37.07 2 0.385 0.402 0.90 1.000 1.00 1.00 1.15 1.00 1.00 30.00 1.000 1.00 1.00 1.15 1.00 1.00 0.00 1,180.83 2231.84 955.70 2484.00 0.00 0.00 0.00 6.88 95.94 6.00 95.94 0.00 0.00 0.00 238.50 238.50 0.00 G Z% Wood Beam Lic. # KW -06000624 Description : Load Combination roof girder- grid F Max Stress Ratios File = T:1RAD116076H-11enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee : caruso turley,-scott Moment Values Shear Values Segment Length Span # M V Cd CFN CI Cr Cm C t CL M fb F'b V fv F'v Length = 35.0 ft 1 0.476 0.362 1.00 0.898 1.00 1.00 1.15 1.00 1.00 37.07 1,180.83 2479.82 6.88 95.94 265.00 Length = 5.0 ft 2 0.346 0.362 1.00 1.000 1.00 1.00 1.15 1.00 1.00 30.00 955.70 2760.00 6.00 95.94 265.00 +D+Lr+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.381 0.290 1.25 0.898 1.00 1.00 1.15 1.00 1.00 37.07 1,180.83 3099.78 6.88 95.94 331.25 Length = 5.0 ft 2 0.277 0.290 1.25 1.000 1.00 1.00 1.15 1.00 1.00 30.00 955.70 3450.00 6.00 95.94 331.25 +0+541 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.973 0.772 1.15 0.898 1.00 1.00 1.15 1.00 1.00 87.07 2,773.66 2851.79 16.88 235.31 304.75 Length = 5.0 ft 2 0.803 0.772 1.15 1.000 1.00 1.00 1.15 1.00 1.00 80.00 2,548.53 3174.00 16.00 235.31 304.75 +1J+0.750Lr+0.750L+1-1 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.381 0.290 1.25 0.898 1.00 1.00 1.15 1.00 1.00 37.07 1,180.83 3099.78 6.88 95.94 331.25 Length = 5.0 ft 2 0.277 0.290 1.25 1.000 1.00 1.00 1.15 1.00 1.00 30.00 955.70 3450.00 6.00 95.94 331.25 +D+0.750L+0.750S+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.833 0.658 1.15 0.898 1.00 1.00 1.15 1.00 1.00 74.57 2,375.46 2851.79 14.38 200.47 304.75 Length = 5.0 ft 2 0.677 0.658 1.15 1.000 1.00 1.00 1.15 1.00 1.00 67.50 2,150.32 3174.00 13.50 200.47 304.75 +0+0.60W+1-1 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.298 0.226 1.60 0.898 1.00 1.00 1.15 1.00 1.00 37.07 1,180.83 3967.71 6.88 95.94 424.00 Length = 5.0 ft 2 0.216 0.226 1.60 1.000 1.00 1.00 1.15 1.00 1.00 30.00 955.70 4416.00 6.00 95.94 424.00 +0+0.70E41 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.298 0.226 1.60 0.898 1.00 1.00 1.15 1.00 1.00 37.07 1,180.83 3967.71 6.88 95.94 424.00 Length = 5.0 ft 2 0.216 0.226 1.60 1.000 1.00 1.00 1.15 1.00 1.00 30.00 955.70 4416.00 6.00 95.94 424.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.298 0.226 1.60 0.898 1.00 1.00 1.15 1.00 1.00 37.07 1,180.83 3967.71 6.88 95.94 424.00 Length = 5.0 ft 2 0.216 0.226 1.60 1.000 1.00 1.00 1.15 1.00 1.00 30.00 955.70 4416.00 6.00 95.94 424.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.599 0.473 1.60 0.898 1.00 1.00 1.15 1.00 1.00 74.57 2,375.46 3967.71 14.38 200.47 424.00 Length = 5.0 ft 2 0.487 0.473 1.60 1.000 1.00 1.00 1.15 1.00 1.00 67.50 2,150.32 4416.00 13.50 200.47 424.00 +0+0.750L+0.7505+0.5250E41 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.599 0.473 1.60 0.898 1.00 1.00 1.15 1.00 1.00 74.57 2,375.46 3967.71 14.38 200.47 424.00 Length = 5.0 ft 2 0.487 0.473 1.60 1.000 1.00 1.00 1.15 1.00 1.00 67:50 2,150.32 4416.00 13.50 200.47 424.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.179 0.136 t.60 0.898 1.00 1.00 1.15 1.00 1.00 22.24 708.50 3967.71 4.13 57.56 424.00 Length = 5.0 ft 2 0.130 0.136 1.60 1.000 1.00 1.00 1.15 1.00 1.00 18.00 573.42 4416.00 3.60 57.56 424.00 +0.6013+0.70E+0.60H 1.000 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 Length = 35.0 ft 1 0.179 0.136 1.60 0.898 1.00 1.00 1.15 1.00 1.00 22.24 708.50 3967.71 4.13 57.56 424.00 Length = 5.0 ft 2 0.130 0.136 1.60 1.000 1.00 1.00 1.15 1.00 1.00 18.00 573.42 4416.00 3.60 57.56 424.00 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H Vertical Reactions 1 2.4673 16.620 0.0000 0.000 2 0.0000 16.620 +0+S4I -0.5341 5.000 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 16.354 32.884 Overall MINimum 3.813 7.730 +D+H 6.354 12.884 +D+L+H 6.354 12.884 +D+Lr+H 6.354 12.884 +D+S+H 16.354 32.884 +D+0.750Lr+0.750L+H 6.354 12.884 +D+ 0.750L+0.750S+H 13.854 27.884 +D+0.60W+H 6.354 12.884 +D+0.70E+H 6.354 12.884 +D+0.750Lr+0.750L+0.450W+H 6.354 12.884 +D+0.750L+0.750S+0.450W+H 13.854 27.884 +D+0.750L+0.750S+0.5250E+H 13.854 27.884 +0.60D+0.60W+0.60H 3.813 7.730 +0.60D+0.70E+0.6011 3.813 7.730 D Only 6.354 12.884 Lr Only Wood Beam Description : roof girder- grid F Vertical Reactions Support notation : Far left is #1 File = T:\RAD\16076H-1\enercalc.ec6 ENERCALC, INC. 1963-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee : caruso turley scott Values in KIPS Load Combination Support 1 Support 2 Support 3 L Only S Only W Only E Only H Only 10.000 20.000 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com t Col' Cp t Job Name Job No. l r..) -r -r/ Sheet No. 2.1 By /1-A4 -- G) VD G, 17( 4- 1' 4/7 Date 1 3S '/g,C 2 6,L r3 yet �,,I'"1 ?'i-72()Jd)( )= 01,5'1 e C� ,7 I A) 7n5 >C,,, Wood Beam Lic. # : KW -06000624 Description : roof girder- grid g CODE REFERENCES File = T:1RAD116076H-11enercalc.ec6 ENERCALC, INC.1983-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee : caruso turley scott Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : DF/DF : 24F - V8 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx I ,800.0ksi Eminbend -xx 950.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 850.0ksi Density 31.20 pcf D(2.85).5(4.75) D(2.85) S(4.75) - D(1.454) D(2.85) S(4.75) D(2.85)13(8.9£5) D(5.7) S(9.5) 5.125x21 Span = 35.0 ft N 5.125x21 Span = 5.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Point Load: D = 2.850, S = 4.750 k 0 0.0 ft Point Load : D = 2.850, S = 4.750 k 010.0 ft Point Load : D = 2.850, S = 4.750 k A 20.0 ft Point Load : D = 2.850, S = 4.750 k an, 30.0 ft Point Load : D =1.454 k x017.0 ft Point Load: D = 0.9150 k A 31.0 ft Load for Span Number 2 Point Load: D = 5.70, S = 9.50 k A 5.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Design N.G. 1.011:1 Maximum Shear Stress Ratio 5.125x21 Section used for this span 2,882.49 psi fv : Actual 2,851.79psi Fv : Allowable +D+S+H Load Combination 17.011 ft Location of maximum on span Span # 1 Span # where maximum occurs 1.354 in Ratio = -0.261 in Ratio = 2.548 in Ratio = -0.595 in Ratio = Maximum Forces & Stresses for Load Combinations 310 <360 458 164 <180 200 0.765: 1 5.125x21 232.98 psi 304.75 psi +D+S+H 31.089 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN Ci Cr Moment Values Cm C t CL M lb F'b Shear Values V fv F'v +D+H Length = 35.0 ft Length = 5.0 ft +D+{_+H 1 0.614 0.422 0.90 0.898 1.00 1.00 1.15 1.00 1.00 42.98 2 0.366 0.422 0.90 1.000 1.00 1.00 1.15 1.00 1.00 28.50 1.000 1.00 1.00 1.15 1.00 1.00 0.00 1,369.30 2231.84 907.91 2484.00 0.00 0.00 0.00 7.22 100.58 5.70 100.58 0.00 0.00 0.00 238.50 238.50 0.00 Wood Beam Lic. # : KW -06000624 Description : Load Combination roof girder -grid g Max Stress Ratios Segment Length Span # M V Cd C FN File = T:1RAD116076H-1lenercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee : caruso turley scott Moment Values Ci Cr Cm C t CL M fb Pb Shear Values V fv Fv Length = 35.0 ft 1 Length = 5.0 ft 2 +D+Lr+H Length = 35.0 ft 1 Length = 5.0 ft 2 40+541 Length = 35.0 ft 1 Length = 5.0 ft 2 +D+0.750Lr+0.750L*l Length = 35.0 ft 1 Length = 5.0 ft 2 +D+0.750L+0.750S41 Length = 35.0 ft 1 Length = 5.0 ft 2 +D+0.60W+H Length = 35.0 ft 1 Length = 5.0 ft 2 4040.70E+H Length = 35.0 ft 1 Length = 5.0 ft 2 +0+0.750Lr+0.750L+0.450W+}1 Length = 35.0 ft 1 Length = 5.0 ft 2 +0+0.750L+0.750S40.450W4 1 Length = 35.0 ft 1 Length = 5.0 ft 2 +040.750L+0.7505+0.5250E41 Length = 35.0 ft 1 Length = 5.0 ft 2 +0.60D+0.60W40.60H Length = 35.0 ft 1 Length =5.Oft 2 40.60D40.70E40.60H Length = 35.0 ft 1 Length = 5.0 ft 2 0.552 0.380 1.00 0.898 0.329 0.380 1.00 1.000 1.000 0.442 0.304 1.25 0.898 0.263 0.304 1.25 1.000 1.000 1.011 0.765 1.15 0.898 0.763 0.765 1.15 1.000 1.000 0.442 0.304 1.25 0.898 0.263 0.304 1.25 1.000 1.000 0.878 0.656 1.15 0.898 0.644 0.656 1.15 1.000 1.000 0.345 0.237 1.60 0.898 0.206 0.237 1.60 1.000 1.000 0.345 0.237 1.60 0.898 0.206 0.237 1.60 1.000 1.000 0.345 0.237 1.60 0.898 0.206 0.237 1.60 1.000 1.000 0.631 0.471 1.60 0.898 0.463 0.471 1.60 1.000 1.000 0.631 0.471 1.60 0.898 0.463 0.471 1.60 1.000 1.000 0.207 0.142 1.60 0.898 0.123 0.142 1.60 1.000 1.000 0.207 0.142 1.60 0.898 0.123 0.142 1.60 1.000 Overall Maximum Deflections 1.00 1.00 1.15 1.00 1.00 42.98 1,369.30 2479.82 1.00 1.00 1.15 1.00 1.00 28.50 907.91 2760.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 42.98 1,369.30 3099.78 1.00 1.00 1.15 1.00 1.00 28.50 907.91 3450.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 90.48 2,882.49 2851.79 1.00 1,00 1.15 1.00 1.00 76.00 2,421.11 3174.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 42.98 1,369.30 3099.78 1.00 1.00 1.15 1.00 1.00 28.50 907.91 3450.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 78.61 2,504.19 2851.79 1.00 1.00 1.15 1.00 1.00 64.13 2,042.81 3174.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 42.98 1,369.30 3967.71 1.00 1.00 1.15 1.00 1.00 28.50 907.91 4416.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 42.98 1,369.30 3967.71 1.00 1.00 1.15 1.00 1.00 28.50 907.91 4416.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 42.98 1,369.30 3967.71 1.00 1.00 1.15 1.00 1.00 28.50 907.91 4416.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 78.61 2,504.19 3967.71 1.00 1.00 1.15 1.00 1.00 64.13 2,042.81 4416.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 78.61 2,504.19 3967.71 1.00 1.00 1.15 1.00 1.00 64.13 2,042.81 4416.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 25.79 821.58 3967.71 1.00 1.00 1.15 1.00 1.00 17.10 544.75 4416.00 1.00 1.00 1.15 1.00 1.00 0.00 1.00 1.00 1.15 1.00 1.00 25.79 821.58 3967.71 1.00 1.00 1.15 1.00 1.00 17.10 544.75 4416.00 7.22 100.58 265.00 5.70 100.58 265.00 0.00 0.00 0.00 7.22 100.58 331.25 5.70 100.58 331.25 0.00 0.00 0.00 16.72 232.98 304.75 15.20 232.98 304.75 0.00 0.00 0.00 7.22 100.58 331.25 5.70 100.58 331.25 0.00 0.00 0.00 14.34 199.88 304.75 12.83 199.88 304.75 0.00 0.00 0.00 7.22 100.58 424.00 5.70 100.58 424.00 0.00 0.00 0.00 7.22 100.58 424.00 5.70 100.58 424.00 0.00 0.00 0.00 7.22 100.58 424.00 5.70 100.58 424.00 0.00 0.00 0.00 14.34 199.88 424.00 12.83 199.88 424.00 0.00 0.00 0.00 14.34 199.88 424.00 12.83 199.88 424.00 0.00 0.00 0.00 4.33 60.35 424.00 3.42 60.35 424.00 0.00 0.00 0.00 4.33 60.35 424.00 3.42 60.35 424.00 Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S41 2 Vertical Reactions 2.5485 16.620 0.0000 16.620 +D+S+H Support notation : Far left is #1 0.0000 -0.5949 Values in KIPS 0.000 5,000 Load Combination Support 1 Support 2 Support 3 Overall MAXimum Overall MINimum 4041 40+L+H 404{ r4H 40+S41 4040.750Lr40.750L+H 4D40.750L40.750S+H +D+0.60W+H +D+0.70E+H +D40.750Lr40.750L40.450W4H +0+0.750L40.750S40.450W+H +040.750L40.750S40.5250E+H 40.60D40.60W40.60H 4O.60D40.70E.O.60H D Only Lr Only 16.052 3.931 6.552 6.552 6.552 16.052 6.552 13.677 6.552 6.552 6.552 13.677 13.677 3.931 3.931 6.552 31.917 7.750 12.917 12.917 12.917 31.917 12.917 27.167 12.917 12.917 12.917 27.167 27.167 7.750 7.750 12.917 .�Z Wood Beam Lic. # : KW -06000624 Description : roof girder- grid g Vertical Reactions Support notation : Far left is #1 File = T:1RAD116076H-11enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9,;Ver:6.15.12.9 Licensee : caruso turley scat Values in KIPS Load Combination Support 1 Support 2 Support 3 L Only S Only W Only E Only H Only 9.500 19.000 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Name Job No. 6 6 Sheet No. 93,3 By Date a. IN C J) Gif- P I �a ► 1- !_t morL T c `` kJf G _r y -r f Cf til r t? //ND N vItk Lr, —r-ta ''o ' 551.2 7.12><)01 9- 518 yOl -r-r�}.ko5 °t 6,% -e xcw)77 —1 a Wood Beam Lic. # : KW -06000624 Description : roof girder- grid g- reinforced CODE REFERENCES File = T:1RAD116076H-11enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver.6.15.12.9 Licensee : caruso turley scott Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : DF/DF 24F - V8 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D(2.74),S(4.56) 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1;100.0 psi E : Modulus of Elasticity Ebend-xx 1,800.0ksi Eminbend -xx 950.0 ksi Ebend- yy 1,600.0ksi Eminbend - yy 850.0 ksi Density 31.20pcf D(2.740(4.56) D(1.454) D(2.74) S(4.56) D(2.74),S((45(% I I 1 I r M & M K D(5.7) S(9.5) 5.125x21 Span = 35.0 ft 5.125x21 Span = 5.0 ft Applied Loads Load for Span Number 1 Point Load : D = 2.740, S = 4.560 k p 0.0 ft Point Load : D = 2.740, S = 4.560 k an,10.0 ft Point Load : D = 2.740, S = 4.560 k on, 20.0 ft Point Load : D = 2.740, S = 4.560 kon, 30.0 ft Point Load : D =1.454 k x017.0 ft Point Load: D = 0.880 k 0 31.0 ft Load for Span Number 2 Point Load: D = 5.70, S = 9.50 k p5.0ft _ DESIGN SUMMARY_,_._, Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.966 1 Max 5.125x21 2,738.30 psi 2,851.79psi +D+S+H 17.011 ft Span # 1 1.265 in Ratio = -0.220 in Ratio = 2.405 in Ratio = -0.528 in Ratio = Maximum Forces & Stresses for Load Combinations imum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 331 <360 544 174 <180 226 ,559 .'.6 l z „me 6 EtS 0.740 : 1 5.125x21 225.38 psi 304.75 psi +D+S+ti 31.089 ft Span # 1 s K '$".aciReifne Ay t426 -ore.-) 11 Load Combination Max Stress Ratios Segment Length Span # M V Moment Values Cd CFN Ci Cr Cm C t CL M tb Shear Values Fb V fv F'v +D++i Length = 35.0 ft 1 0.589 Length = 5.0 ft 2 0.366 40+L+H 0.409 0.90 0.898 0.409 0.90 1.000 1.000 0.00 1.00 1.00 1.15 1.00 1.00 41.28 1,315.06 2231.84 1.00 1.00 1.15 1.00 1.00 28.50 907.91 2484.00 1.00 1.00 1.15 1.00 1.00 0.00 0.00 0.00 0.00 7.00 97.52 238.50 5.70 97.52 238.50 0.00 0.00 0.00 Wood Beam Lic. # : KW -06000624 Description : roof girder - Load Combination Segment Length Span # grid g- reinforced Max Stress Ratios M V Cd CFN Ci Cr Cm C t CL File = T:1RAD116076H-11enercalc.ec6 ENERCALC, INC.1983-2015, Build:6.15.12.9, Ver.6.15.12.9 Licensee : caruso turley scott Moment Values M tb Fb Shear Values V fv Fv Length = 35.0 ft 1 Length = 5.0 ft 2 +D+Lr+H Length = 35.0 ft 1 Length = 5.0 ft 2 +D+S+H Length = 35.0 ft 1 Length = 5.0 ft 2 +D+0.750Lr+0.750L+H Length = 35.0 ft 1 Length = 5.0 ft 2 +D+0.750L+0.750S+H Length = 35.0 ft 1 Length = 5.0 ft 2 +D+0.60W+H Length = 35.0 ft 1 Length = 5.0 ft 2 +D+0.70E+H Length = 35.0 ft 1 Length = 5.0 ft 2 +D+0.750Lr+0.750L+0.450W+H Length = 35.0 ft 1 Length = 5.0 ft 2 +0+0.750L+0.750S+0.450W41 Length = 35.0 ft 1 Length = 5.0 ft 2 +D+0.750L+0.750S+0.5250E+H 1 2 Length = 35.0 ft Length = 5.0 ft +0.60D+0.60W+0.60H Length = 35.0 ft 1 Length = 5.0 ft 2 +0.60D+0.70E+0.60H Length = 35.0 ft 1 Length = 5.0 ft 2 0.530 0.368 1.00 0.898 1.00 1.00 1.15 1.00 1.00 0.329 0.368 1.00 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.424 0.294 1.25 0.898 1.00 1.00 1.15 1.00 1.00 0.263 0.294 1.25 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.960 0.740 1.15 0.898 1.00 1.00 1.15 1.00 1.00 0.763 0.740 1.15 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.424 0.294 1.25 0.898 1.00 1.00 1.15 1.00 1.00 0.263 0.294 1.25 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.835 0.635 1.15 0.898 1.00 1.00 1.15 1.00 1.00 0.644. 0.635 1.15 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.331 0.230 1.60 0.898 1.00 1.00 1.15 1.00 1.00 0.206 0.230 1.60 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.331 0.230 1.60 0.898 1.00 1.00 1.15 1.00 1.00 0.206 0.230 1.60 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.331 0.230 1.60 0.898 1.00 1.00 1.15 1.00 1.00 0.206 0.230 1.60 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.600 0.456 1.60 0.898 1.00 1.00 1.15 1.00 1.00 0.463 0.456 1.60 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.600 0.456 1.60 0.898 1.00 1.00 1.15 1.00 1.00 0.463 0.456 1.60 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.199 0.138 1.60 0.898 1.00 1.00 1.15 1.00 1.00 0.123 0.138 1.60 1.000 1.00 1.00 1.15 1.00 1.00 1.000 1.00 1.00 1.15 1.00 1.00 0.199 0.138 1.60 0.898 1.00 1.00 1.15 1.00 1.00 0.123 0.138 1.60 1.000 1.00 1.00 1.15 1.00 1.00 Overall Maximum Deflections 41.28 1,315.06 28.50 907.91 41.28 1,315.06 28.50 907.91 85.96 2,738.30 76.00 2,421.11 41.28 1,315.06 28.50 907.91 74.79 2,382.49 64.13 2,042.81 41.28 1,315.06 28.50 907.91 41.28 1,315.06 28.50 907.91 41.28 1,315.06 28.50 907.91 74.79 2,382.49 64.13 2,042.81 74.79 2,382.49 64.13 2,042.81 24.77 789.03 17.10 544.75 24.77 789.03 17.10 544.75 2479.82 2760.00 0.00 3099.78 3450.00 0.00 2851.79 3174.00 0.00 3099.78 3450.00 0.00 2851.79 3174.00 0.00 3967.71 4416.00 0.00 3967.71 4416.00 0.00 3967.71 4416.00 0.00 3967.71 4416.00 0.00 3967.71 4416.00 0.00 3967.71 4416.00 0.00 3967.71 4416.00 7.00 97.52 265.00 5.70 97.52 265.00 0.00 0.00 0.00 7.00 97.52 331.25 5.70 97.52 331.25 0.00 0.00 0.00 16.17 225.38 304.75 15.20 225.38 304.75 0.00 0.00 0.00 7.00 97.52 331.25 5.70 97.52 331.25 0.00 0.00 0.00 13.88 193.42 304.75 12.83 193.42 304.75 0.00 0.00 0.00 7.00 97.52 424.00 5.70 97.52 424.00 0.00 0.00 0.00 7.00 97.52 424.00 5.70 97.52 424.00 0.00 0.00 0.00 7.00 97.52 424.00 5.70 97.52 424.00 0.00 0.00 0.00 13.88 193.42 424.00 12.83 193.42 424.00 0.00 0.00 0.00 13.88 193.42 424.00 12.83 193.42 424.00 0.00 0.00 0.00 4.20 58.51 424.00 3.42 58.51 424.00 0.00 0.00 0.00 4.20 58.51 424.00 3.42 58.51 424.00 Load Combination Span Max. ' " Dell Location in Span Load Combination Max. "+" Defi Location in Span +D+S+H 2 Vertical Reactions 2.4055 16.620 0.0000 16.620 +D+S+H Support notation : Far left is #1 0.0000 -0.5282 Values in KIPS 0.000 5.000 Load Combination Support 1 Support 2 Support 3 Overall MAXimum Overall MINimum +D+H +D+L+1 +D+Lr+H +D+S+}{ +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E41 +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +0+0.750L+0.750S+0.5250E+11 +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only 15.363 3.778 6.297 6.297 6.297 15.363 6.297 13.096 6.297 6.297 6.297 13.096 13.096 3.778 3.778 6.297 31.371 7.618 12.697 12.697 12.697 31.371 12.697 26.703 12.697 12.697 12.697 26.703 26.703 7.618 7.618 12.697 File = T4RAD\16076H-1lenercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9,Vec6.15.12.9 Wood; Beam Lic::#-: KW -06000624. - Licenseeu Wiley •car sot sco tt Description : roof girder- grid g- reinforced Vertical Reactions. Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 L Only S Only W Only E Only H Only 9.066 18.674 CARUSO TURLEY SCOTT Job Name 14n -P1 --f structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 Job No. (1)1 �' Sheet No. T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com By Date 746 t0 -.b'N 3620 '1. r. ^ , 6 (36) �. SP .A -e- " z s (05/ yrs e I t3"0c 7#' "--{ z (Lc -7A c ersZ f-' E. LJ pi.jd;sf up..IDER.. ALL `4/I1 104 G. ,/\,i-/ r 11-791, pep' r„ P CARUSO TURLEY SCOTT Job Name structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 ' U.-� { T: 480 774-1700 • F: 480 774-1701 Job No. Sheet No. www.ctsaz.com By Date ( -TCHe-r-1 /� trLf . LO0(2 r'N''"1 0 v fV "-r-LQ Q %4 r rc_,l Yu es--, LJ 1p --r4;7 Wz:.s7CHS, tt ' /1 I QQ -. (j 7 c:7C7 For( 9 rsf •'• jZs (7,1 2-X12 e ? 7,2 "oL. u5a 7,4o �; ► -t1/ JC �- z-&) Z t ry ?ac Wood Beam Description : 19.2" oc joists with intermediate CODE REFERENCES File = T:1RAD116076H-1lenercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver.6.15.12.9 Licensee Caruso turley Scott Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Fb - Tension Fb - Compr Fc - Prll Wood Species : Hem Fir Fc - Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 850.0 psi 850.0 psi 1,300.0 psi 405.0 psi 150.0 psi 525.0 psi E : Modulus of Elasticity Ebend- xx 1,300.0ksi Eminbend - xx 470.0 ksi Density 27.70 pcf Repetitive Member Stress Increase r► D(0.0164 .(0.08) 3' 2-2x12 Span = 20.0 ft Applied Loads Uniform Load : D = 0.020, L = 0.10 ksf, Tributary Width = 0.80 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.931: 1 Maximum Shear Stress Ratio 2-2x12 Section used for this span 910.22 psi fv : Actual 977.50 psi Fv : Allowable +D+L+H Load Combination 10.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.626 in Ratio = 0.000 in Ratio = 0.751 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 383 0 <360 319 0 <180 Design OK= ." 0.260: 1 2-2x12 38.93 psi 150.00 psi +111-i_+H 0.000 ft Span # 1 Load Combination Segment Length Max Stress Ratios Span # M V Cd CFN C1 Cr Cm C CL Moment Values M fb F'b Shear Values V fv F'v D Only Length = 20.0 ft +D+L+H Length = 20.0 ft +D+Lr+H Length = 20.0 ft +D+S+H Length = 20.0 ft +D+0.750Lr+0.750L+H Length = 20.0 ft +D+0.750L+0.750S+H Length = 20.0 ft 1 0.172 1 0.931 1 0.124 1 0.135 1 0.590 1 0.641 0.048 0.90 1.000 1.000 0.260 1.00 1.000 1.000 0.035 1.25 1.000 1.000 0.038 1.15 1.000 1.000 0.164 1.25 1.000 1.000 0.179 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.80 151.70 4.80 910.22 0.80 151.70 0.80 151.70 3.80 720.59 3.80 720.59 0.00 879.75 0.00 977.50 0.00 1221.88 0.00 1124.13 0.00 1221.88 0.00 1124.13 0.00 0.00 0.00 0.15 6.49 135.00 0.00 0.00 0.00 0.88 38.93 150.00 0.00 0.00 0.00 0.15 6.49 187.50 0.00 0.00 0.00 0.15 6.49 172.50 0.00 0.00 0.00 0.69 30.82 187.50 0.00 0.00 0.00 0.69 30.82 172.50 Wood Beam Lic. # KW -06000624 Description : 19.2" oc joists with intermediate Load Combination Max Stress Ratios File = T:IRAD116076H-11enercalc.ec6 ENERCALC, INC.1983-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee : caruso turley Scott Moment Values Shear Values Segment Length Span # M V Cd CFA/ Ci Cr Cm C t L. M fb Fb V fv F'v +D+W+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.097 0.027 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.80 151.70 1564.00 0.15 6.49 240.00 +D+0.70E+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.097 0.027 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.80 151.70 1564.00 0.15 6.49 240.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.461 0.128 1.60 1.000 1.00 1.15 1.00 1.00 1.00 3.80 720.59 1564.00 0.69 30.82 240.00 +D+0.750L+0.750S+0.750W+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.461 0.128 1.60 1.000 1.00 1.15 1.00 1.00 1.00 3.80 720.59 1564.00 0.69 30.82 240.00 +D+0.750Lr+0.750L+0.5250E+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.461 0.128 1.60 1.000 1.00 1.15 1.00 1.00 1.00 3.80 720.59 1564.00 0.69 30.82 240.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.461 0.128 1.60 1.000 1.00 1.15 1.00 1.00 1.00 3.80 720.59 1564.00 0.69 30.82 240.00 +0.60D+W+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.058 0.016 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.48 91.02 1564.00 0.09 3.89 240.00 +0.60D+0.70E+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.058 0.016 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.48 91.02 1564.00 0.09 3.89 240.00 Overall Maximum Deflections Load Combination Span Max. " " Deli Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H Vertical Reactions 1 0.7512 10.073 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.960 0.960 Overall MINimum 0.096 0.096 D Only 0.160 0.160 +D+L+H 0.960 0.960 +D+Lr+H 0.160 0.160 +D+S+H 0.160 0.160 +0+0.750Lr+0.750L+H 0.760 0.760 +0+0.750L+0.750S+H 0.760 0.760 +D+W+H 0.160 0.160 +D+0.70E+H 0.160 0.160 +D+0.750Lr+0.750L+0.750W+H 0.760 0.760 +D+0.750L+0.750S+0.750W+1-1 0.760 0.760 +D+0.750Lr+0.750L+0.5250E+H 6:760 0.760 +D+0.750L+0.750S+0.5250E+H 0.760 0.760 +0.60D+W+H 0.096 0.096 +0.60D+0.70E+H 0.096 0.096 D Only 0.160 0.160 Lr Only L Only 0.800 0.800 S Only W Only E Only H Only CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Name 1 Job No. ( (1. --"Ln L Sheet No. 3 9 By 67e -S "1"-rANT' p_.>c I $ T !N G FLOOR ,)J`f S. -r5 (7--) Z? M F- z. e,1 TO / N ST✓4 t..(_, G R e‘PrS C --r-F,477, w Ned -rte rye CUT C...) It(zo 1 °0 L Date 1 - [46 r'»(;) t-4 l')°,) -t G s°(.. _9`2.4)4 2,+fOoc,,, .„ � n-� ( () 4? -1:( )(-2-\21).1. kOc.,7L) 52,D pi. o ti (71-73l �� . 4)0 4 .a `1 OD -o -r a 0:90111 A THERMACO® Technology Trapzilla® Grease Interceptors TZ -1826 Specifications 4.5 in [11.4 cm] INLET 78.5 in [199.4 cm] 39.0 in [99.1 cm] 4.5 in [11.4 cm] OUTLET 18.0 in [45.7 cm] MAX EXTENSION 13.1 in [33.3 cm] 73.0 in TOP VIEW [185.4 cm] 10 in [25.4 cm] CLEARANCE FROM TOP OF TANK REQUIRED FOR LID REMOVAL ME El 2 in VE INLET 4 in PIPE SIZE 41.1 in [104.5 cm] 14.1 in [35.9 cm) OUTLET 4 in PIPE SIZE SIDE VIEW MAXIMUM COLLAR EXTENSION l 40.1 in [101.9 cm] FEATURES: • Offers a flat grease separation curve. • Constructed of corrosion resistant materials suitable for installation in virtually any location. • Compact footprint. • Includes dual 0-18" extension collars for in -ground installation. TECHNICAL DATA Materials. Rotationally Molded Polyethylene Maximum Inlet Flow Rating: 100 GPM (6.31 Ws) Total Liquid Volume (water only)• 274 Gallons (1,037 L) Grease Retention Capacity (ASME certified). 1,826 Pounds (828 Kg) 248.77 Gallons (941 L) Solids Retention Capacity (estimated)• 74 gallons (280 L) Inlet/Outlet Diameter. 4" (102 mm) END VIEW COLLAR FLUSH (TRIMMED) ASNEA1121.32000 ©2015 Thermaco, Inc. • All rights reserved • Patented/Patents Pending • Specifications subject to change without notice 02/151 Thermaco, Inc. • PO Box 2548 • Asheboro, NC 27204-2548 • (336) 629-4651 • www.trapzilla.com Wood Beam Lic. # : KW -06000624 Description : new floor cross beam CODE REFERENCES File = T:\RAD116076H-1\enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver:6.15.12.9 Licensee : caruso turley scott Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination :ASCE 7-05 Wood Species Wood Grade : Hem Fir No.2 Beam Bracing : Beam is Fully Braced against lateral -torsion Fb - Tension Fb -Compr Fc - Prll Fc - Perp Fv Ft buckling 850.0 psi 850.0 psi 1,300.0 psi 405.0 psi 150.0 psi 525.0 psi E : Modulus of Elasticity Ebend-xx 1,300.0ksi Eminbend - xx 470.0 ksi Density 27.70 pcf Repetitive Member Stress Increase 3-2x12 Span = 8.0 ft Applied Loads Uniform Load : D = 0.130, L = 0.650 , Tributary Width = 1.0 ft DESIGN SUMMARY. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.807: 1 Maximum Shear Stress Ratio 3-2x12 Section used for this span 788.86 psi fv : Actual 977.50 psi Fv : Allowable +D+L+H Load Combination 4.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.087 in Ratio = 0.000 in Ratio = 0.104 in Ratio = 0.000 in Ratio = 1105 0 <360 921 0 <180 Design OK 0.472 : 1 3-2x12 70.85 psi 150.00 psi +D+L+H 7.066 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Span # M V Cd C FN Ci Cr Cm C t CL Moment Values M fb Pb Shear Values V fv F'v D Only Length = 8.0 ft +D+L+H Length = 8.0 ft +D+Lr+H Length = 8.0 ft +D+S+H Length = 8.0 ft +D+0.750Lr+0.750L+H Length = 8.0 ft +D+0.750L+0.750S+H Length = 8.0 ft 1 0.149 0.087 0.90 1.000 1.000 1 0.807 0.472 1.00 1.000 1.000 1 0.108 0.063 1.25 1.000 1.000 1 0.117 0.068 1.15 1.000 1.000 1 0.511 0.299 1.25 1.000 1.000 1 0.556 0.325 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 131.48 6.24 788.86 1.04 131.48 1.04 131.48 4.94 624.51 4.94 624.51 0.00 879.75 0.00 977.50 0.00 1221.88 0.00 1124.13 0.00 1221.88 0.00 1124.13 0.00 0.00 0.00 0.40 11.81 135.00 0.00 0.00 0.00 2.39 70.85 150.00 0.00 0.00 0.00 0.40 11.81 187.50 0.00 0.00 0.00 0.40 11.81 172.50 0.00 0.00 0.00 1.89 56.09 187.50 0.00 0.00 0.00 1.89 56.09 172.50 Wood Beam Description : Load Combination new floor cross beam Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Cm C t CL File = T:IRADI16076H-11enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver6.15.12.9 licensee : caruso turley scott Moment Values Shear Values M fb F'b V fv F'v +0+W+}I 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.084 0.049 1.60 1.000 1.00 1.15 1.00 1.00 1.00 1.04 131.48 1564.00 0.40 11.81 240.00 +0+0.70E41 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.084 0.049 1.60 1.000 1.00 1.15 1.00 1.00 1.00 1.04 131.48 1564.00 0.40 11.81 240.00 +D+0,750Lr+0.750L+0.750W+1-1 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.399 0.234 1.60 1.000 1.00 1.15 1.00 1.00 1.00 4.94 624.51 1564.00 1.89 56.09 240.00 +D+0.750L+0.750S+0.750W+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.399 0.234 1.60 1.000 1.00 1.15 1.00 1.00 1.00 4.94 624.51 1564.00 1.89 56.09 240.00 +D+0.750Lr+0.750L+0.5250E+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.399 0.234 1.60 1.000 1.00 1.15 1.00 1.00 1.00 4.94 624.51 1564.00 1.89 56.09 240.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.399 0.234 1.60 1.000 1.00 1.15 1.00 1.00 1.00 4.94 624.51 1564.00 1.89 56.09 240.00 +0.60D+W+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.050 0.030 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.62 78.89 1564.00 0.24 7.09 240.00 +0.60D+0.70E+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.050 0.030 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.62 78.89 1564.00 0.24 7.09 240.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Deft Location in Span +D+L+H 1 0.1042 4.029 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.120 3.120 Overall MINimum 0.312 0.312 D Only 0.520 0.520 + D+L+H 3.120 3.120 +D+Lr+H 0.520 0.520 +D+S+H 0.520 0.520 +D+0.750Lr+0.750L+H 2.470 2.470 + D+0.750L+0.750S+H 2.470 2.470 +D+W+H 0.520 0.520 +D+0.70E+H 0.520 0.520 +D+0.750Lr+0.750L+0.750W+H 2.470 2.470 +D+0.750L+0.750S+0.750W+H 2.470 2.470 +D+0.750Lr+0.750L+0.5250E+H 2.470 2.470 +D+0.750L+0.750S+0.5250E+H 2.470 2.470 +0.60D+W+H 0.312 0.312 +0,60D+0.70E+1-1 0.312 0.312 D Only 0.520 0.520 Lr Only I Only 2.600 2.600 S Only W Only E Only H Only Wood Beam Lic. # : KW -06000624 Description : new full length floor beam CODE REFERENCES File = T:1RAD116076H-1lenercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.12.9, Ver.6.15.12.9 Licensee : caruso turley.scott Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood Species : DF/DF Wood Grade : 24F - V4 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 0(0.52) L(2.6) D(0.033); L(0.166) 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 850.0 ksi Density 31.20 pcf Repetitive Member Stress Increase D(0.4) L(2) i V i 1 K 5.125x16.5 Span = 20.0 ft Applied Loads Uniform Load : D = 0.0330, L = 0.1660 , Tributary Width = 1.0 ft Point Load : D = 0.520, L = 2.60 k 10.0 ft Point Load: D = 0.40, L=2.0k(ll 13.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.75Ct 1 5.125x16.5 1,751.90 psi 2,336.15 psi +D+L+H 10.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv:Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.540 in Ratio = 0.000 in Ratio = 0.647 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 444 0 <360 370 0 <180 Design OK 0.325: 1 5.125x16.5 86.01 psi 265.00 psi +D+L+H 18.686 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Moment Values Cm C CL M fb Shear Values F'b V fv F'v D Only Length = 20.0 ft +D+L+H Length = 20.0 ft +D+Lr+H Length = 20.0 ft +D+S+H Length = 20.0 ft +D+0.750Lr+0.750L+H Length = 20.0 ft 1 0.139 0.060 0.90 1 0.750 0.325 1.00 1 0.100 0.043 1.25 1 0.109 0.047 1.15 1 0.475 0.206 1.25 0.973 0.973 0.973 0.973 0.973 0.973 0.973 0.973 0.973 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.65 291.55 33.95 1,751.90 5.65 291.55 5.65 291.55 26.88 1,386.82 0.00 2102.53 0.00 2336.15 0.00 2920.18 0.00 2686.57 0.00 2920.18 0.00 0.00 0.00 0.81 14.31 238.50 0.00 0.00 0.00 4.85 86.01 265.00 0.00 0.00 0.00 0.81 14.31 331.25 0.00 0.00 0.00 0.81 14.31 304.75 0.00 0.00 0.00 3.84 68.08 331.25 Wood Beam Lic. # : KW -06000624 Description : Load Combination new full length floor beam Max Stress Ratios Segment Length Span # M V Cd C FN File = T:1RAD116076H-11enercalc.ec6 ENERCALC, INC. 1983-2015, Build:6.15.129, Ver:6.15.12.9 Licensee caruso turley scott Moment Values Shear Values Ci C r C m C t C L M fb F'b V fv F'v +D+0.750L+0.750S+H 0.973 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.516 0.223 1.15 0.973 1.00 1.00 1.00 1.00 1.00 26.88 1,386.82 2686.57 3.84 68.08 304.75 +D+W+4 0.973 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.078 0.034 1.60 0.973 1.00 1.00 1.00 1.00 1.00 5.65 291.55 3737.83 0.81 14.31 424.00 +D+0.70+H 0.973 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.078 0.034 1.60 0.973 1.00 1.00 1.00 1.00 1.00 5.65 - 291.55 3737.83 0.81 14.31 424.00 +D+0.750Lr+0.750L+0.750W+H 0.973 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.371 0.161 1.60 0.973 1.00 1.00 1.00 1.00 1.00 26.88 1,386.82 3737.83 3.84 68.08 424.00 +D+0.750L+0.750S+0.750W+11 0.973 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.371 0.161 1.60 0.973 1.00 1.00 1.00 1.00 1.00 26.88 1,386.82 3737.83 3.84 68.08 424.00 +D+0.750Lr+0.750L+0.5250E+H 0.973 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.371 0.161 1.60 0.973 1.00 1.00 1.00 1.00 1.00 26.88 1,386.82 3737.83 3.84 68.08 424.00 +D+0.750L+0.750S+0.5250E+H 0.973 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 + 0.371 0.161 1.60 0.973 1.00 1.00 1.00 1.00 1.00 26.88 1,386.82 3737.83 3.84 68.08 424.00 +0.60D+W+H 0.973 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 20.0 ft 1 0.047 0.020 1.60 0.973 1.00 1.00 1.00 1.00 1.00 3.39 174.93 3737.83 0.48 8.59 424.00 +0.60D+0.70E+H 0.973 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.047 0.020 1.60 0.973 1.00 1.00 1.00 1.00 1.00 3.39 174.93 3737.83 0.48 8.59 424.00 Overall Maximum Deflections Load Combination Span Max. "' Defl Location in Span Load Combination Max. "+ Defl Location in Span +D+L+H Vertical Reactions Load Combination 1 0.6474 10.219 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 Overall MAXimum 4,390 5.110 Overall MINimum 0.438 0.510 D Only 0.730 0.850 +D+L+H 4.390 5.110 +D+Lr+H 0.730 0.850 +D+S+H 0.730 0.850 +D+0.750Lr+0.750L+H 3.475 4.045 +D+0.750L+0.750S+11 3.475 4.045 +D+W+H 0.730 0.850 +D+0.70E+H 0.730 0.850 +D+0.750Lr+0.750L+0.750W+H 3.475 4.045 +0+0.750L+0.750S+0.750W+H 3.475 4.045 +D+0.750Lr+0.750L+0.5250E+H 3.475 4.045 +D+0.750L+0.750S+0.5250E+H 3.475 4.045 +0.60D+W+H 0.438 0.510 +0.60D+0.70E+H 0.438 0.510 D Only 0.730 0.850 Lr Only L Only 3.660 4.260 S Only W Only E Only H Only FREDERICA. GOGLIA ARCHITECT, NCARB, ISP March 14, 2016 City of Tukwila Department of Community Development Attn: Mr. Bill Rambo 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Ph: 206-431-3670 CORRECTION LTR# RE: Habit Burger Development Permit App #D16-0040 17025 Southcenter Pkwy Tukwila, WA ArcV Project: 150684 DI6� Q�L(O RECEIVED CITY OF TUKW LA MAR 17 2016 PERMIT CENTER This letter is in response to the comments dated March 8th, 2016. Please find below the comments and their respective responses. BUILDING DEPARTMENT: Allen Johannessen - 206-433-7163 • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; 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) Response: Will comply. 1. Please specify on the plan cover sheet this to be a change of use and what the previous use was. Response: The previous use was a Chinese restaurant, so we are in the same A-2 grouping. 2. The patio seating shown on sheet A260 shows seating near the corner of the south east patio that conflict with the accessible ramp from the parking (also see A200). Revise the seating layout to provide sufficient barrier free maneuvering clearance at that location. Also show provisions for wheelchair seating included on the patio. (IBC 1101.2, 1103.2 & 1104.3) Response: Revised with correct pathing to comply. See sheets A200, A240 & A260. 3. On sheet A250: a. Notes at the bottom of the page refer to California codes. Revise notes and code references to specify complying with current 2009 ANSI accessible codes. 1950 Craig Road Suite 300 • St. Louis, MO 63146-4106 • Phone (314) 415-2400 • Fax (314) 415-2300 Response: Revised to comply. b. On sheet A250, where signs with the International Symbol of Accessibility is required, notes shall specify "White on Blue background". (Washington State Amendments IBC 1101.2.9 [ICC Al 17.1 Section 703.6.3.11) Response: Revised to comply. c. Specify a vertical grab bar 18 inches minimum in length shall be mounted with the bottom of the bar located 39 inches minimum and 41 inches maximum above the floor, and with the center line of the bar located 39 inches minimum and 41 inches maximum from the rear wall. Also the dispenser on that wall by the toilet may need to be relocated so as not to conflict with the vertical grab bar. (2009 ANSI 604.5.1 & 604.7 Dispensers) Response: Revised sheet A250 both the elevations and enlarged restroom plan. d. Revise notes on sheet G120 to reference 2009 ANSI codes. Verify all details are consistent with the 2009 ANSI. Response: Revised to comply. 4. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). Response: Per Phone conversation with Allen Johannessen on 3/16/16, Submitting 2012 Washington State Energy Code (WSEC) Compliance forms for Commercial Previsions will be acceptable for a restaurant. Compliance forms will be submitted to comply with this comment. 5. I could not find the hardware group for doors on sheet A200. Please clarify or provide the hardware notes. Also Door Frame Finish note box at the top middle of sheet A200 is placed over Floor Plan Key Notes. Relocate to make legible. Response: The page layout was revised to read legible. The door hardware is called out in number on the schedule, and the actual hardware is labeled and listed on sheet A110 6. I could not find documentation for permit application to King County Public Health (KCPH). All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. On work that requires Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. Provide notes indicating KCPH permit application is applied for. The building permit shall not be held up pending KCPH permit approval. However final inspection shall not be completed until final inspection and approval of the KCPH permit. Response: Will comply. 7. Note: The walk in cooler shall require a separate mechanical permit. Response: Deferred submittal and in the process of being drawn and sent in to our expediter. 1950 Craig Road Suite 300 • St. Louis, MO 63146-4106 • Phone (314) 415-2400 • Fax (314) 415-2300 PLANNING DEPARTMENT: Lynn Miranda - 206-433-7162 • Note that the entire shopping plaza has already gone through Administrative Design Review, and this project is proposing changes to what was previously approved. Response: Understood. 1. Sheet A510. Must show how any proposed changes to transparency still meets the 50% ground level transparency requirements between 2 and 10 feet for both the south and east facades of the project - See TMC 18.28.200.C.2 and transparency requirements for buildings fronting a Commercial Corridor. Show height of windows and storefront systems on the south and east elevations. Response: Per discussion with Lynn, our current south elevation, we satisfy the 50% transparency requirement. We've modified the East elevation to show the "opaque" film below the canopy removed, which provides us with the required square footage to meet the 50% requirment on the East elevation. 2. Sheet A510, exterior elevation keyed note #2. Black film is proposed for the upper levels of the storefront system on the tower in the east elevation. Black, opaque blackout film cannot be used towards meeting transparency requirement - See TMC 18.28.200.C.4. Note that the area above the proposed blackout film was previously approved as window glazing, not opaque. Response: We deleted the film on the east elevation below the canopy to comply. 3. Sheet A510, exterior elevation keyed note #2. Blackout film is proposed for the area to the north of what appears to be the new main entrance (under the new awnings, Note 11). This is a reduction in required transparency along the project's facade. Black, opaque film cannot be used to count towards meeting transparency requirement - See TMC 18.28.200.C.4. Response: We deleted the film on the east elevation below the canopy to comply. 4. Is the area under the new awning the new front door to the restaurant? Are both new doors (east & south elevations) comprised of transparent glazing? Is the door on the south elevation a public entrance? Response: All doors are public entrances and have transparent glazing. The main front doors are being relocated with new awning approved to make the restaurant layout function by Landlord. 5. Sheet A510, Exterior Elevation Keyed Note #1. East elevation shows White "frosted" translucent film on bottom panes of storefront system. Note that the bottom left panel is already opaque with a bronze color matching the storefront. Color should be consistent between all panels. Same comment for the south facing elevation - need consistency in color used in bottom panes. Same comment for Sheet A500 South Dining Elevation. Response: We plan to comply either by removing the bronze infill existing panels, reglazing with new, and adding the white frosted film so the entire run of glazing matches, or to 1950 Craig Road Suite 300 • St. Louis, MO 63146-4106 • Phone (314) 415-2400 • Fax (314) 415-2300 remove the glazing along the bottom and infill with bronze panels to match existing. We can revise once we get an accurate bid/ number for which will be less costly, from our GC. If you have any questions, comments or need any additional information regarding this letter please contact Julia Test at our office at any time (817) 391-3970. Sincerely, rederick J. Gogli Architect, NCAR, ISP 1950 Craig Road Suite 300 • St. Louis, MO 63146-4106 • Phone (314) 415-2400 • Fax (314) 415-2300 March 08, 2016 City of Tukwila Department of Community Development ANDY PAROLINE 3617 SW CHARLESTOWN ST SEATTLE, WA 98126 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0040 HABIT BURGER - 17025 SOUTHCENTER PKWY Dear ANDY PAROLINE, Allan Ekberg, Mayor Jack Pace, Director 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 11x17 to maximum size of 24x36; 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. Please specify on the plan cover sheet this to be a change of use and what the previous use was. 2. The patio seating shown on sheet A260 shows seating near the corner of the south east patio that conflict with the accessible ramp from the parking (also see A200). Revise the seating layout to provide sufficient barrier free maneuvering clearance at that location. Also show provisions for wheelchair seating included on the patio. (IBC 1101.2, 1103.2 & 1104.3) 3. On sheet A250: a. Notes at the bottom of the page refer to California codes. Revise notes and code references to specify complying with current 2009 ANSI accessible codes. b. On sheet A250, where signs with the International Symbol of Accessibility is required, notes shall specify "White on Blue background". (Washington State Amendments IBC 1101.2.9 [ICC A117.1 Section 703.6.3.11) c. Specify a vertical grab bar 18 inches minimum in length shall be mounted with the bottom of the bar located 39 inches minimum and 41 inches maximum above the floor, and with the center line of the bar located 39 inches minimum and 41 inches maximum from the rear wall. Also the dispenser on that wall by the toilet may need to be relocated so as not to conflict with the vertical grab bar. (2009 ANSI 604.5.1 & 604.7 Dispensers) d. Revise notes on sheet G120 to reference 2009 ANSI codes. Verify all details are consistent with the 2009 ANSI. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). 5. I could not find the hardware group for doors on sheet A200. Please clarify or provide the hardware notes. Also Door Frame Finish note box at the top middle of sheet A200 is placed over Floor Plan Key Notes. Relocate to make legible. 6. I could not find documentation for permit application to King County Public Health (KCPH). All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. On work that requires Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. Provide notes indicating KCPH permit application is applied for. The building permit shall not be held up pending KCPH permit approval. However final inspection shall not be completed until final inspection and approval of the KCPH permit. 7. Note: The walk in cooler shall require a separate mechanical permit. PLANNING DEPARTMENT: Lynn Miranda at 206-433-7162 if you have questions regarding these comments. • Note that the entire shopping plaza has already gone through Administrative Design Review, and this project is proposing changes to what was previously approved. 1. Sheet A510. Must show how any proposed changes to transparency still meets the 50% ground level transparency requirements between 2 and 10 feet for both the south and east facades of the project - See TMC 18.28.200.0.2 and transparency requirements for buildings fronting a Commercial Corridor. Show height of windows and storefront systems on the south and east elevations. 2. Sheet A510, exterior elevation keyed note #2. Black film is proposed for the upper levels of the storefront system on the tower in the east elevation. Black, opaque blackout film cannot be used towards meeting transparency requirement - See TMC I8.28.200.C.4. Note that the area above the proposed blackout film was previously approved as window glazing, not opaque. 3. Sheet A510, exterior elevation keyed note #2. Blackout film is proposed for the area to the north of what appears to be the new main entrance (under the new awnings, Note 11). This is a reduction in required transparency along the project's facade. Black, opaque film cannot be used to count towards meeting transparency requirement - See TMC 18.28.200.C.4. 4. Is the area under the new awning the new front door to the restaurant? Are both new doors (east & south elevations) comprised of transparent glazing? Is the door on the south elevation a public entrance? 5. Sheet A510, Exterior Elevation Keyed Note #1. East elevation shows White "frosted" translucent film on bottom panes of storefront system. Note that the bottom left panel is already opaque with a bronze color matching the storefront. Color should be consistent between all panels. Same comment for the south facing elevation - need consistency in color used in bottom panes. Same comment for Sheet A500 South Dining Elevation. 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. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. DI6-0040 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: D16-0040 DATE: 03/17/16 PROJECT NAME: HABIT BURGER SITE ADDRESS: 17025 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Prt °2\44 Building Division �, Public Works n Fire Prevention Structural ;4. Planning Division Lrn nPermit Coordinator pi PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 04/19/16 Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: 1208/2013 PEROT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0040 DATE: 02/17/16 PROJECT NAME: HABIT BURGER SITE ADDRESS: 17025 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: ld Cows?— 'jS'�� Buildin Division g JJ5 NIS 1 Public Worlls A -M Awc, —I—I(0 Fire Prevention Structural L -M Cowg---�-3-I Planning Division 111 ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 02/18/16 Structural Review Required DATE: Fl APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 03/17/16 REVIEWER'S INITIALS: DATE: Permit Center Use Only (n CORRECTION LETTER MAILED: [ yJ Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initials: 12/18/2013 Date: 3117 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: p14 --ooc/ ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Tie— 1+4 6 / -f .6()Gc,'/ / Project Name: � Project Address: 170'2.S 50v I i/ . Ce r "(Zr A rI c Contact Person: An dr‘ r6 ff\ r)Phone Number: 206 ? f 41 — 03?9 Summary of Revision see_ fekc ii t 9R 1D ,C t' R€CElV CITY OF TUKWILA MAR 1 7 201G PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:_. ,lX. - Entered in TRAKiT on 3-17- W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 ALEGIS CONSTRUCTION INC Page 1 of 2 Home. Espanol Contact Search L&I Safety & Health Claims & Insurance Al) Washington State Department of Labor & Industries A -'L Index Help My L&I Workplace Rights Trades & Licensing ALEGIS CONSTRUCTION INC Owner or tradesperson Principals JONES, BARRIE GLYN, PRESIDENT PRICE, MICHAEL RAY, VICE PRESIDENT PRICE, MARK ALLAN, SECRETARY EVERTON, ROBERT K, TREASURER Doing business as ALEGIS CONSTRUCTION INC WA UBI No. 603 073 077 6900 SW Atlanta St. Bldg 2, suite 110 PORTLAND, OR 97223 503-970-8312 Business type Corporation Governing persons BARRIE GLYN JONES DANIEL ANTHONY FINNEGAN; JASON WYNECOOP; MICHAEL RAY PRICE; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ALEGICI894CN Effective — expiration 02/10/2011— 02/19/2017 Bond Travelers Cas and Surety Co of America Bond account no. 106017187 $12,000.00 Received by L&I Effective date .02/12/2014 01/12/2014 Expiration date Until Canceled Bond history Insurance ......_._.........._ Valley Forge Ins Co $1,000,000.00 Policy no. 5086230808 Received by L&I Effective date 06/30/2015 06/28/2015 0 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603073077&LIC=ALEGICI894CN&SAW= 4/1/2016 C 0 R AND ANGLE AT CENTER LINE CHANNEL DIAMETER PENNY PERPENDICULAR PLATE OR PROPERTY LINE POUND OR NUMBER A.B. ANCHOR BOLT A.C. ASPHALT CONCRETE ACOUS. ACOUSTICAL ADJ. ADJUSTABLE AGGR. AGGREGATE ALUM. ALUMINUM ANOD. ANODIZED APPROX.APPROXIMATE ARCH. ARCHITECT ASPH. ASPHALT BD. BET. BITUM. BLDG. BLKG. BM. B.N. BOT. B.U.R. CAB. C.B. CEM. CER. C.I. C.J. CLG. CLO. CLR. C.M.U. C.O. COL. COMB. COMP. CONC. CONN. CONT. BOARD BETWEEN BITUMINOUS BUILDING BLOCKING BEAM BOUNDARY NAILING BOTTOM BUILT UP ROOFING CABINET CATCH BASIN CEMENT CERAMIC CAST IRON CONTROL JOINT CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMBINATION COMPRESS (ED), (ION) CONCRETE CONNECTION CONTINUOUS CONSTR.CONSTRUCTION CONTR. CONTRACCDR) CPT. CARPET(ED) CTSK. COUNTERSINK D. DBL. DEPT. DET. D.F. DIA. DIAG. DIM. DISP. DK. DN. DR. DS. DWG. DWR. (E) E. EA. E.J. ELEC. ELEV. EMER. E.N. ENCL. E.P. EQ. EQUIP. EST. E.W.C. EXCA. EXH. EXIST. EXP. EXT. F.A. FA. FIN. F.B. F.D. FDN. F.E. F.E.C. F.F. F.G. F.H. F.H.C. F.H.M.S. F.H.W.S. DEEP DOUBLE DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DISPENSER DARK DOWN DOOR DOWNSPOUT DRAWING DRAWER EXISTING EAST EACH EXPANSION JOINT ELECTRICAL ELEVATOR OR ELEVATION EMERGENCY EDGE NAILING ENCLOSURE ELECTRICAL PANELBOARD EQUAL EQUIPMENT ESTIMATE ELECTRICAL WATER COOLER EXCAVATE EXHAUST EXISTING EXPANSION EXTERIOR FIRE ALARM FACTORY FINISH FLAT BAR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FINISH GRADE FIRE HYDRANT FIRE HOSE CABINET FLAT HEAD MECHINE SCREW FLAT HEAD WOOD SCREW FIN. FINISH FIXT. FIXTURE F.L. FLOW LINE FLASH. FLASHING FLEX. FLEXIBLE FLR. FLOOR FLUOR. FLUORESCENT F.N. FIELD NAILING F.O. FINISH OPENING F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS FPL. FIREPLACE FT. FOOT OR FEET FTG. FOOTING FURR. FUT. GA. GALV. G.B. G.C. GL. GND. GR. G.S.M. GYP. H. H.B. H.C. HDR. HDWD. HDWR. H.M. HORIZ. HR. HT. HVAC I.D. I.E. INSUL. INT. INV. JAN. JST. JT. K.D. KIT. KO L. LAB. LAM. LAV. L.L. LT. LVR. FURRING FUTURE GAUGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS GROUND GRADE GALVANIZED SHEET METAL GYPSUM HIGH HOSE BIB HOLLOW CORE OR HANDICAPPED HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING & AIR CONDITIONING INSIDE DIAMETER (DIM.) INVERT ELEVATION INSULATION INTERIOR INVERT JANITOR JOIST JOINT KILN DRIED KITCHEN KNOCKOUT LENGTH / LONG LABORATORY LAMINATE (D) LAVATORY LANDLORD LIGHT LVR. M. MAS. MATL. MAX. M.B. M.C. MECH. MEMB. MFR. M.H. MIN. MIR. MISC. M.O. MTD. MTL. MULL. MEN MASONRY MATERIAL MAXIMUM MACHINE BOLT MEDICINE CABINET MECHANICAL MEMBRANE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED METAL MULLIION (N) NEW N. NORTH NAT. NATURAL N.I.C. NOT IN CONTRACT NO. OR# NUMBER NOM. NOMINAL NR. NOISE REDUCTION N.T.S. NOT TO SCALE 0/ OVER OBS. OBSECURE O.C. ON CENTER O.D. OUTSIDE DIAMETER (DIM.) OFF. OFFICE O.H.M.S. OVAL HEAD MACHINE SCREW O.H.W.S. OVAL HEAD WOOD SCREW OPNG. OPENING OPP. OPPOSITE OZ. OUNCE P.C.F. PERIM. P.LAM. PLAS. PLYWD. P.O.C. PR. PRCST. P.T.D. P.T.D.F P.T.DR PTN. P.S.F. P.T.R. P.V.C. PVMT. QT. QTR. R. WA RAD. RD. R.D. REF. REFR. REG. REINF. REQ. REM. RESIL. RET. REV. R.G. ROUGH GRADE R.H.M.S. ROUND HEAD MACHINE SCREW R.H.W.S. ROUND HEAD WOOD SCREW RM. ROOM R.O. ROUGH OPENING RWD. REDWOOD POUNDS PER CUBIC FOOT PERMITER PLASTIC LAMINATE PLASTER PLYWOOD POINT OF CONNECTION PAIR PRE -CAST PAPER TOWEL DISPENSER COMBINSTION PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION POUNDS PER SQUARE FOOT PAPER TOWEL RECEPTACLE POLYVINYL CHLORIDE PAVEMENT QUARRY TILE QUARTER RISER RETURN AIR RADIUS ROUND ROOF DRAIN REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED REMOVE RESILIENT RETAINING REVISION (S) / REVISED S. SOUTH S.A. SUPPLY AIR S.C. SOLID CORE S.C.D. SEAT COVER DISPENSER SCHED. SCHEDULE S.D. STORM DRAIN/SOAP DISPENSER SECT. SECTION S.F. SQUARE FEET SH. SHELF SHWR. SHOWER SHT. SHEET SHT'G SHEATHING SIM. SIMILAR SL. SLIDING SMACNA S.M.S. SHEET METAL SCREW S.N.D. SANITARY NAPKIN DISPENSER S.N.R. SANITARY NAPKIN RECEPTACLE SPEC. SPECIFICATION SQ. SQUARE S.S. STAINLESS STEEL STL. STEEL STOR. STORAGE STA. STATION STD. STANDARD STRUC. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL T TREAD T. & BOT. TOP & BOTTOM T.B. TOWEL BAR T.C. TOP OF CURB T.C.B. T.G. TEL. TER. T. & G. TH. T.O. T.P. T.P.D. TS T.S. TV. T.W. TYP. TOP OF CATCH BASIN TOP OF GRADE TELEPHONE TERRAZZO TONGUE AND GROOVE THICK TOP OF TOP OF PAVING TOILET PAPER DISPENSEER TUBULAR STEEL TOP OF STEEL TELEVISION TOP OF WALL TYPICAL U.O.N. UNLESS OTHERWISE NOTED UR. URINAL VCT. VERT. VFY. V.G. V.G.D.F. VEST. V.T.R. WSCT. W.F.B. W. W/ W.C. WD. WDW. W.H. Wb WP. W.R. W/R WT. W.W.F. VINYL COMPOSITION TILE VERTICAL VERIFY VERTICAL GRAIN VERTICAL DRAIN DOUGLAS FIR VESTIBULE VENT THROUGH ROOF WAINSCOT WIDE FLANGE BEAM WEST / WIDE / WOMEN WITH WATER CLOSET WOOD WINDOW WATER HEATER WITHOUT WATERPROOF WASTE RECEPTACLE WATER RESISTANT WEIGHT WELDED WIRE FABRIC PROJECT DESCRIPTION: This project is a tenant improvement for a casual dining restaurant in a new commercial building space. Regular building construction is under a separate permit. The tenant exterior scope of work will include new signage, seating, umbrellas, gas heaters lighting and sealing new/exist concrete patio. The Landlord exterior scope of work will include any planting improvements, and new stained concrete exterior patio. The interior scope of work will include new nonbearing partitions, installation of tenant equipment & furnishings, plumbing, mechanical, and electrical. The following items will be under a separate permit: - Hood Fire Suppression System - Building/Tenant Signage - Building Fire Alarm & Sprinkler System Modifications PROJECT NOTES: 1. Tenantstialttake care when removing concrete slab and shall dowel into existing slab to tie new sections together. All required rebar including dowels to meet landlord's required specifications. Proper compaction of any saw cut to meet 90% or better and concrete shall be placed at a minimum of 4" thick. 2. GC must use the Landlord's Fire Sprinkler Contractor, and.the. Landlord's Roofer for any applicable work. 3. Tenant shall contact Dig Alert for location of existing utilities when installing grease interceptor. 4. Any asphalt secttarr removed shall be compacted to 90% or greater and the existing asphalt section shall be replaced. GC to provide reports of lifts and compactions to the owner at turn over for verification. 5. Tenant shall use a urinal that saves approx. 40,000 gallons of water per year. 6. If Tenant does not use existing outlets provided by the Landlord, Tenant shall wire nut and cap outlets as required by the 2011 NEC. 7. "This Building must be equiped with an automatic fire extinguishing system complying with NFPA-13. The sprinkler system shall be approved by the Fire Department prior to installation" Plans for proposed fire protection systems shall be submitted to the local Fire Protection District for review and approval PRIOR to installation or work being started. 8. "Sprinkler system to be approved by Fire Department prior to installation." Plans for modificationsto existinf fire protection system shall be submitted to the Fire Protection District for review and approval PRIOR to installation or work being started. 9. All the work such as site lighting, trash enclosures, site drainage, drive aisles, curb ramps and accessible parking will be completed as part of the building shell package and will be existing prior to commencement of TI construction. ENERGY NOTES: a. The builder shall provide to the building owner at occupancy maintenance information for all features, materials. components and manufactured devices that required routine maintenance for efficient operation. This information shall also be provided to the person (s) responsible for maintaining the feature, material component or mechanical device installed in the building. See note 2 on A100. b. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components and manufactured devices that required routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/orpublication number, the operation and maintenance manual for that particular model and type of feature, material, component or manufactured device. c. All systems, equipment and /or building components shall comply with applicable manufacturer provisions and installation provision of ASHRAE 90.1-2007. d. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft2 of window area and door area e. Joints and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weatherstripped, or otherwise sealed to limit infiltration and exfiltration. f. The heat loss of the water heater storage tank surface, based on an 80 deg. F. water -air temperature difference shall be less than 6.5 Btu/hr per square foot. Insulation shall be certified by the manufacturer as compliant with the Quality Standards for Insulating Material, ASHRAE 90.1-2007. N/A not part of TI scope. h. Urea formaldehyde foam insulation may only be used in exterior side walls, and requires a four -mil -thick plastic polyethylene vapor barrier between the urea formaldehyde foam insulation and the interior space. N/A not part of TI scope. i. All insulating material shall be installed in compliance with the flame spread rating and smoke density requirements of the IBC. N/A not part of TI scope. All heating and/or cooling systems shall have an automatic thermostat with clock mechanism or other setback mechanism as approved that shuts the system off during peak periods of non-use and that allows the building occupant to automatically set back the thermostat set points for at least two periods within 24 hours. k. Separate permits are required for: trash enclosures and site lighting. g. J. FIRE SPRINKLER, ALARM, AND KITCHEN FIRE SUPPRESSION SYSTEM DRAWINGS (TYPE -I HOOD), ARE TO BE REVIEWED UNDER A DEFERRED SUBMITTAL, AND FILED SEPARATELY EXTERIOR SIGNAGE TO BE FILED UNDER A SEPARATE PERMIT SUBMITTAL 1 00 I� ROOM INTERIOR ELEVATION LOCATION ON SHEET SHEET ELEVATION IS DRAWN ON VIEW SHOWN DETAIL REFERENCE LOCATION ON SHEET SHEET WHERE DETAIL IS DRAWN ON ROOM NUMBER ROOM NAME SECTION CUT LOCATION ON SHEET SHEET WHERE SECTION IS DRAWN KEYED NOTE WALL TYPE SYMBOL REVISION MARK GRID LINES NORTH ARROW CENTER PLACE RETAIL 17025 SOUTHCENTER PARKWAY TUKWILA, WA 98188 HABIT BURGER STORE #5007 S.1154th 're ttolacy s; i iiia• rdOperationa> y1tart<:7' IJ�ra I rO T t441vk ?Si is$i'FCb;:'?tfi 7i,•i;t(?;: €:1•1fr gar. t�trctt� �u VICINITY MAP Fire Department Approval Stamp Health Department s srs;�u s FILE COPY —12,—LOCYL. Plan 7 Yt7:ev, 't i3 subject i f1 i s errors CS �'� d 3. 66 :ov2i r 'r �1tf l 'q the lii07Lc,L.: i ., :.:riot tiot�.i6� � coC "4 c o,:din,fan o. of epprovoc' 3 71d C �`] pp I. S )j I G G:,. and CILiI li..L -�1:aa {v.�4C'.rl'�7dOWi5W ilac. d. E1: Date: City of Tukwila BUILDING DIVISION Approval Stamp & Signature TENANT: The Habit Burger Grill 17320 Red Hill Ave. Suite Irvine, California 92614 P: 949.851.8881. F: 949.852.4650 W: www.habitburger.com LANDLORD: MERTO PROPERTY SERVICES 140 2810 EASTLAKE AVE. E SEATTLE, WA 98102 KEVON MCNULTY P:206-686-2891 ARCHITECT / MPE ENGINEERS: ARCVISION 1950 Craig Rd., Suite 300 St. Louis, MO 63146 Dan Bargen. P: 314.415.2400 F: 314.415.2300 E: dbargen@arcv.com W: www.arcv.com RESTAURANT DESIGN CONSULTANT: TriMark Raygal Foodservice Design, Equipment and Supplies 2801 McGaw Avenue Irvine, CA 92614 Mike Brady P: 949.474.1000 E: mbrady®trimarkusa.com W: trimarkusa.com LANDLORD SHELL ARCHITECT: HELIX DESIGN GROUP, INC. 6021 12TH STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 MATT EBERSOLE P: 253.922.9037 C: 253.275.6052 W: HELIXDESIGNGROUP.NET GENERAL REQ. & CONDITIONS DRAWING SYMBOLS LEGEND GENERAL BUILDING DATA Construction Type: Type V -B, Fully Sprinklered Gross Floor Area of Habit Tenant Space: 2,521 SF Habit Occupancy Group: A-2 CODE ANALYSIS - See sheet G110 for Occupant Load / Exiting PROJECT STATISTICS This Project shall comply with the following codes: * 2012 International Building Code * NFPA National Electrical Code * 2012 International Mechanical Code * 2012 International Plumbing Code * 2012 International Energy Conservation Code * 2012 International Fire Code * 2012 International Green Building Code * 2012 International Fuel Gas Code * ICC/ANSI A117.1 Standard for Accessible and Usable Building and Facilities * 2012 IECC/ Washington State Energy Code * 2011 Liquefied Petroleum Gas Code ABBREVATIONS NNW APPLICABLE CODES NOTE: SEATING/STORAGE SQUARE FOOTAGE BREAKDOWN IS FOR OWNER REFERENCE ONLY. THE FOLLOWING NUMBERS ARE NOT CODE RELATED. SEE LIFE SAFETY PLAN ON SHEET G110 FOR CODE CALCULATIONS. SQUARE FOOTAGE BREAKDOWN: KITCHEN/ B.O.H. = 1,031 DINING = 1,195 MISC. RESTROOMS = 295 TOTAL INTERIOR SF: 2,521 EXTERIOR PATIO: 709 SF SEATING/ TABLE COUNTS: INTERIOR: SEAT COUNT: TABLE COUNT: 60 17 EXTERIOR: SEAT COUNT: TABLE COUNT: 56 25 LINEAL STORAGE BREAKDOWN: STANDARD FLOOR SHELVING: 2'-0" DEEP x 25.0 L.F. + 18" DEEP x 21.0 L.F. GRAND TOTAL COMBINED= 46.0 L.F. OVERHEAD STORAGE SHELVING: MOUNTED 7'-0" HIGH x 15" DEEP = 8.0 L.F. SEATING/STORAGE COUNT THE HABIT BURGER FOR: Pilachanical C!octrlcaf Iumbing .'Gas Piping City of Tukwila 13.111LUNG NG_ DIVISION LOCA+ION MAP s I PATIO ; t ° AREA: ADJACENT TENANTS (M- USE GROUP) PE:VISIONS No Chan a^^ sh:tl h" r.-,° to the scope of work with ;t oder v pprovai of Tukwila Building Division. NOTE: R2visiona will require a nsw plan submittal and may include additional plan review fees. i CORRECTION LTR# NOTE: FOR ADDITIONAL SITE INFORMATION SEE EXISTING ARCHITECTURAL SITE PLAN ON SHEET G105 PROJECT DIRECTORY Sheet Number SheetTitle ARCHITECTURAL & STRUCTURAL SHEETS G100 COVER SHEET G105 ARCHITECTURAL SITE PLAN G110 CODE ANALYSIS / LIFE SAFETY PLAN G120 ACCESSIBILITY DETAILS G130 RESPONSIBILITY SCHEDULE D200 DEMOLITION FLOOR PLAN A100 GENERAL REQUIREMENTS AND CONDITIONS A110 SPECIFICATIONS SHEET 1 A120 SPECIFICATIONS SHEET 2 A200 FLOOR PLAN A210 REFLECTED CEILING PLAN A220 CEILING COORDINATION PLAN A230 A240 A250 A260 A300 A400 A410 A500 A505 A510 FINISH PLAN GRAPHICS PLAN AND SCHEDULE ENLARGED TOILET PLANS/ ELEVATIONS FURNITURE AND EQUIPMENT PLAN PARTITION TYPES INTERIOR DETAILS INTERIOR DETAILS INTERIOR ELEVATIONS INTERIOR DETAILS EXTERIOR ELEVATIONS S100 GSN, FRAMING PLAN AND DETAILS S200 FRAIMING PLAN MECHANICAL SHEETS MEP100 M100 M200 M300 M400 M500 M510 M520 M530 MECH/ ELEC/PLUMB ROOF PLAN MECHANICAL SPECIFICATIONS MECHANICAL FLOOR PLAN MECHANICAL SCHEDULES MECHANICAL DETAILS HOOD DRAWINGS HOOD DRAWINGS HOOD DRAWINGS HOOD DRAWINGS PLUMBING SHEETS P100 I PLUMBING SPECIFICATIONS AND SCHEDULE P200 P210 P220 P400 P410 P420 SANITARY/ GREASE WASTE PLAN WATER AND GAS SUPPLY PLAN FLOUR DRAIN ROUGH- IN PLAN PLUMBING RISERS PLUMBING DETAILS Delta Number A A A A 0 A A A A A 0 A A GREASE INTERCEPTOR DETAILS ELECTRICAL SHEETS E100 E200 E201 E210 E300 E400 ELECTRICAL SPECIFICATIONS & NOTES LIGHTING PLAN & NOTES LIGHTING FIXTURE SCHEDULE POWER PLAN & NOTES ONE LINE DIAGRAM & PANEL SCHEDULES ELECTRICAL DETAILS FOOD SERVICE SHEETS - FOR REFERENCE ONLY FS010 FS200 FS205 FS210 FS220 FS230 FS500 FS510 COVER SHEET AND NOTES KITCHEN PLAN & MENU EQUIPMENT SCHEDULE PLUMBING PLAN ELECTRICAL PLAN BACKING / SPECIAL CONDITIONS INTERIOR KITCHEN ELEATIONS INTERIOR KITCHEN ELE ,ATIONS SHEET INDEX d A o S 5. £ £E3 t �z 1 { • y. I 1 1 i 1 1 f 1 € EXISTING PARKING SPACES AND AISLES — VERIFY COMPLIANCE WITH NOTES AND LOCAL REQUIREMENTS l ADJACENT TENANT (M— USE GROUP) 1 555 ,55 EXISTING ACCESSIBLE CURB RAMP — VERIFY COMPLIANCE WITH STANDARDS PATIO AREA 709 S.F. �. EXISTING ACCESSIBLE PARKING ' SPACES - VERIFY COMPLIANCE WITH STANDARDS 11 Agegnmowl 111/ 86 L.F. TO H.C. PARKING 1 11111 HMI 11 " 11 11 11 PAW ria 11 ADJACENT TENANT (M— USE GROUP) THE HABIT BURGER 2,521 S.F. imusolowrint 11MUM 1 415 134 L.F. TO PUBLIC WALK f�_.rc1 iSSSas 1 H 200 L.F. TO STREET ACCESS • 054,5 EXISTING PARKING SPACES AND AISLES — VERIFY COMPLIANCE WITH NOTES AND LOCAL REQUIREMENTS • EXISTING ARCHITECTURAL SITE PLAN SCALE: 1/16' = r -o• SITE PLAN GENERAL NOTES: 1. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF CURRENT SOILS REPORT.(COMPLETED WITHIN THE PAST 6 MONTHS). 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON DRAWINGS FOR CONFLICTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. REFER TO CIVIL DRAWINGS BY OTHERS FOR PAVING THICKNESS, CURB TYPES AND LONGITUDINAL AND HORIZONTAL CONTROL. 4. REFER TO LANDSCAPE DRAWINGS BY OTHERS FOR LANDSCAPE REQUIREMENTS 5. FOR BUILDING LOCATION DIMENSIONS AND SETBACKS — SEE CIVIL DRAWINGS BY OTHERS AND ARCHITECTURAL SITE PLAN. 6. NO STRUCTURE OF ANY KIND TO BE CONSTRUCTED ON, OR PLACED WITHIN PUBLIC UTILITY EASEMENTS EXCEPT WOOD, WIRE OR REMOVABLE SECTION TYPE FENCING AND/OR PAVING NOR ANY PLANTING EXCEPT GRASS. GENERAL CONTRACTOR SHALL BE REQUIRED TO REPLACE ANY OBSTRUCTIONS OR PLANTING THAT MUST BE REMOVED DURING THE COURSE OF MAINTENANCE, CONSTRUCTION OR RECONSTRUCTION OF THE PUBLIC UTILITIES. VERIFY WITH LOCAL AGENCIES. 7. ALL SIDEWALKS ARE TO BE STANDARD GRAY, LIGHT BROOM FINISHED UNLESS NOTED OTHERWISE. 8. COORDINATE WATER (DOMESTIC AND FIRELINE) AND GAS METER LOCATIONS WITH CIVIL DRAWINGS. 9. COORDINATE TRANSFORMER PAD LOCATIONS W/ELECTRICAL AND CIVIL DRAWINGS. 10. MINIMUM 12" HIGH ADDRESS NUMBERS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR AT THE FRONT ENTRANCE AND SERVICE ENTRANCE OF THE STORE PER TENANT REQUIREMENTS. FINAL DETERMINATION ON SIZE, COLOR AND EXACT LOCATION MAY BE ENFORCED BY GOVERNMENTAL AUTHORITIES. 11. ANY DAMAGE BY GENERAL CONTRACTOR OR SUB CONTRACTOR TO EXISTING ASPHALTIC PAVEMENT AND/OR EXISTING LANDSCAPING SHALL BE REPAIRED AT NO COST TO THE OWNER OR TENANT. 12. GENERAL CONTRACTOR TO PROVIDE ALL GOVERNMENTAL REQUIRED SIGNAGE NECESSARY FOR CERTIFICATE OF OCCUPANCY (FIRE LANE SIGNAGE, "DO NOT BLOCK DOOR" ETC.). 13. GENERAL CONTRACTOR SHALL VERIFY ALL ON SITE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO CONSTRUCTION. (THIRD PARTY INSPECTOR TO VERIFY ADA PARKING AND SIDEWALK REQUIREMENTS) 14. GENERAL CONTRACTOR TO SCHEDULE BLUE STAKE INSPECTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE BEGINNING ANY WORK. 15. REFER TO SITE ELECTRICAL SHEET FOR ANY REQUIRED SITE LIGHTING. 16. UJOINTSNLESS. NOTED OTHERWISE, ALL SCORING IN SIDEWALK/HARDSCAPE ARE CONTROL 17. ACCESSIBLE ROUTE SLOPE NOT TO EXCEED 1:20 WITH A CROSS SLOPE NOT TO EXCEED 1:50 18. TRASH ENCLOSURES ARE UNDER SEPARATE PERMIT. ACCESSIBILITY NOTES: 1. ACCESSIBLE ACCESS TO THESE FACILITIES SHALL BE PROVIDED AT PRIMARY ENTRANCE. 2. THE SLOPE OF PUBLIC WALKS SHALL NOT EXCEED MAXIMUM CROSS SLOPE 1 1/2%, WALKING SURFACE SLOPING GREATER THAN 1 1/2% SHALL BE SLIP RESISTANT. 3. PROVIDE A 60" X 60" MINIMUM LANDING WITH 24" OF THE LANDING BEYOND STRIKE SIDE OF DOOR WITH 44" MINIMUM WIDTH IN DIRECTION OF TRAVEL. 4. WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. 5. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS THAN 3 FT. WIDE BY NOT LESS THAN 6'-8" HIGH CAPABLE OF OPENING 90 DEGREES AND MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT WAY IS 32" MINIMUM. 6. THRESHOLD TO BE A MAXIMUM 1/2" ABOVE ADJACENT FINISH FLOOR. SYMBOLS LEGEND' smgmmgm A.D.A. ACCESSIBLE PATH INDICATES LIMITS OF CONSTRUCTION RECEIVED CITY OF TUKWILA MAR 17 2016 PERMIT CENTER -455 va �rc MeV rirr o rc QrcaS�irc nom.. , 1 cc W h rcrcrc,�yLo (NI 0 cr — N �V GgitafL. A1C Pf0v. f ilAR 2I5 20 6 2.10 co 0CC G105 NOTE: STATEMENT OF COMPLIANCE PRIOR TO REQUESTING FINAL APPROVAL OF INSTALLATION, THE INSTALLING CONTRACTOR SHALL FURNISH A WRITTEN STATEMENT TO THE LOCAL FIRE DEPARTMENT THAT THE SUBJECT FIRE PROTECTION SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH APPROVED PLANS AND HAS BEEN TESTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND THE APPROPRIATE INSTALLATION STANDARD. ANY DEVIATIONS FROM THE DESIGN STANDARDS SHALL BE NOTED AND COPIES OF THE APPROVALS FOR SUCH DEVIATIONS SHALL BE ATTACHED TO THE WRITTEN STATEMENT. AN "AS BUILT" DRAWING, DEPICTING ALL DEVIATIONS, SHALL BE PRESENTED TO THE CFD INSPECTOR AT THE TIME OF THE FINAL ACCEPTANCE TESTING. THE STATEMENT OF COMPLIANCE FOR FIRE PROTECTION AND FIRE ALARM SYSTEMS INCLUDE THE FOLLOWING SYSTEMS -- FIRE SPRINKLER SYSTEM INSTALLATION AND MODIFICATIONS, UNDERGROUND FIRE SERVICE LINES, FIRE ALARM SYSTEM INSTALLATION AND MODIFICATIONS, COMMERCIAL COOKING HOOD FIRE SUPPRESSION SYSTEMS, AND OTHER PERMITTED OPERATIONS. NOTE: "AS_BUILT" DRAWINGS REQUIRED AT FINAL INSPECTION. WHEN APPROVED CHANGES ARE MADE TO THE INITIAL APPROVED PLANS, THE APPLICANT SHALL PROVIDE "AS—BUILT" DRAWINGS PRIOR TO FINAL INSPECTION. NOTE: SUBMIT PLANS TO AND OBTAIN PERMIT FROM THE FIRE DEPARTMENT FOR THE INSTALLATION OR MODIFICATION OF FIRE SPRINKLER SYSTEM. NOTE: SUBMIT PLANS TO AND OBTAIN PERMIT FROM THE FIRE DEPARTMENT FOR THE INSTALLATION OF THE UL FIRE EXTINGUISHING SYSTEM FOR THE HOOD AND VENT. NOTE: PORTABLE FIRE EXTINGUISHERS (TYPE K AT COOKLINE, TYPE 2A-10B:C IN DINING SHALL BE SELECTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE SECTION 906 AND CALIFORNIA CODE OF REGULATION, TITLE 19, DIVISION 1, CHAPTER 3. MOUNT AT 36"-48" FROM FLOOR LEVEL. G.C. TO COORDINATE WITH FIRE MARSHAL FOR FINAL LOCATIONS. 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. IBC 1004.3 POSTING OF OCCUPANT LOAD Every room or space that is assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. %'Kai%; >. 7(77 LIFE SAFETY PLAN SCALE: 1/4•• 1_p• APPLICABLE BUILDING CODES BUILDING CODE - PLUMBING CODE - ELECTRICAL CODE - MECHANICAL CODE - FIRE PROTECTION - ENERGY CODE - ACCESSIBILITY - OTHER - 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL PLUMBING CODE NFPA NATIONAL CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 FIRE PROTECTION CODE 2012 INTERNATIONAL ENERGY CODE ICC/ANSI STANDARD FOR ACCESSIBL AND USABLE BUILDING 2012 IECC/WASHINGTON STATE ENERGY CODE BUILDING DATA CONSTRUCTION TYPE - SPRINKLED - 1U UNPROTECTED BUILDING IS SPRINKLED ALLOWABLE AREA PRIMARY OCCUPANCY - MAX ALLOWED BLDG. AREA - TRAVEL DISTANCE - A-2 (RESTAURANT) 6,000 GROSS SQUARE FEET (ACTUAL: 2,521 SQ. FT.) 75 FEET ALLOWED, 58'-5' FEET MAX ACTUAL OCCUPANT LOAD COUNT TABLE PER TABLE 1004.1.2 IBC: FIXED CONSTRUCTION & TOILET ROOMS AREA: 349 SQ. FT. A-2 TOTAL CIRCULATION AREA AREA: 643 SQ. FT A-2 TOTAL STANDING AREA AREA: 46 SQ. FT. 46 SQ. FT. ® 1:5 = 9 OCCUPANTS A-2 TOTAL STORAGE AREA (COOLER, FREEZER) AREA: 76 + 51 = 127 SQ. FT 160 SQ. FT. ® 1:200 = 1 OCCUPANT A-2 TOTAL SERVING ROOM AREA AREA: 107 SQ. FT 107 SQ. FT. CD 1:200 = 1 OCCUPANTS A-2 TOTAL DINING AREA: 104 SQ. FT. 104 SQ. FT. (BY SEATS) = 17 OCCUPANTS TOTAL FIXED SEATING L.F. = 83'-0" 83'-0" L.F. ® 1:24" = 42 OCCUPANTS A-2 TOTAL KITCHEN AREA AREA: 691 SQ. FT 691 SQ. FT. ® 1:200 = 3 OCCUPANTS A-2 TOTAL PATIO AREA = 709 SQ. FT. TOTAL NUMBER OF SEATS = 48 OCCUPANTS INTERIOR TOTAL 73 OCC OCCUPANCY LOAD A OCCUPANCY LOAD CALCULATED PER TABLE 1004.1.2 IBC A-2 - ASSEMBLY - 5 NET SQ. FT./ OCCUPANT (STANDING ROOM) A-2 - ASSEMBLY - 15 NET SQ. FT./OCCUPANT (UNCONCEMRATED TABLES AND CHAIRS) A-2 - ASSEMBLY - 1 OCCUPANT PER 24" (FIXED SEATING) A-2 - KITCHEN - 200 GROSS SQ. FT./OCCUPANT LEGEND y,n FIXED CONSTRUCTION & TOILET ROOMS AREA: 349 SQ. FT. CIRCULATION AREA AREA: 643 SQ. FT. FIXED SEATING AREA: 249 SQ. FT. 83'-0" LF DINING AREA AREA: 104 SQ. FT. KITCHEN AREA AREA: 691 SQ. FT. INDICATES PATH OF TRAVEL SERVING AREA: AREA: 107 SQ. FT. STANDING ROOM AREA: AREA 46 SQ. FT. STORAGE AREA (COOLER, FREEZER): AREA: 135 SQ. FT. PATIO AREA AREA: 709 SQ.FT. INTERIOR AREA: 2,487 SQ. FT. PATIO 709 SQ. FT. TOTAL AREA 3,196 SQ. FT. ALLOWABLE EGRESS WIDTH EGRESS WIDTHS CALCULATED PER 1005.1 IBC WITH SPRINKLER SYSTEM - 0.2" PER OCCUPANT. 108 OCCUPANTS AT 0.2' = 22.0' OF EGRESS WIDTH 108' OF EGRESS WIDTH ((3) 36' DOORS) PROVIDED EGRESS WIDTHS TO BE A MINIMUM OF , PLUMBING CALCULATIONS OCCUPANTS = (TOTAL AREA INCLUDING PATIO - (CIRCULATION AREA + MISC. AREA)) OCCUPANTS = (3,196 SQ. FT. - 643 SQ. FT. + 349 SQ. FT.)) / 30 OCCUPANTS = (3,196 SQ. FT. - (983 SQ. FT)) / 30 OCCUPANTS = 2,213 SQ. FT. / 30 OCCUPANTS = 74 --> PROVIDE FACILITIES FOR 37 PERSONS OF EACH GENDER <-- from Table 403.1 Minimum Plumbing Facilities (IPC 2012 pg4-4) Occupancy A-2 Assembly occupancy - restaurants, banquet halls and food courts Water Closets Male 1:75 Female 1:75 Lavatories Male 1:200 Female 1:200 DIO-0040 Other 1 service sink or laundry tray REc ,IvE! CITY OF TUKWLE A MAR 17 2016 PERMIT CENTER 8 ° (its C ttaktrvil JI1_DilO)IVIS I moICGt51 r a cou_w J G110 213 Toilet facilities and bathing facilities 603.4 Coat hooks, shelves and medicine cabinets. Coat hooks shall be located at a water closet, 213.1 General. Where toilet facilities and bathing facilities are provided, they shall within one of the reach ranges specified In Section 308. Shelves shall be located 40 604.5.2 Rear wall. The rear wall grab bar shall be 36 inches (914 mm) long Exception: comply with Section 213, Where toilet facilities and bathing facilities are provided in inches (1016 mm) minimum and 48 inches (1219 mm) maximum above the finish minimum and extend from the centerline of the water closet 12 Inches (305 mm) When located at the side of a toilet compartment, the toilet compartment facilities permitted by Section 206.2.3 Exception 1 not to connect stories by an floor. Medicine cabinets shall be located with a usable shelf no higher than 44 minimum on one side and 24 inches (610 mm) minimum on the other side. door opening shall provide a clear width of 34 inches (864 mm) minimum. accessible route, toilet facilities and bathing facilities shall be provided on a story inches (1118 mm) maximum above the finish floor. Exceptions: connected by an accessible route to an accessible entrance. 1. The rear grab bar shall be permitted to be 24 inches (610 mm) long minimum, 604.8.1.3 Approach. Compartments shall be arranged for left-hand or right-hand c E p. - I 1 r ; ...,.." ................._,.-..,....",.1.......-.i, ..,,.. r n '18 min at interior �V\/V% •„ffi;„„ 457 e „ „ ,,,,,,,,,,,,„,„,,.mow; „ ,., 603.5 Accessories. Where towel or sanitary napkin dispensers, waste receptacles, centered on the water closet, where wall space does not permit a length of 36 approach to the water closet. roc � 24 min at exterior E fly I a i 213.2 Toilet rooms and bathing rooms. Where toilet rooms are provided, each toilet or other accessories are provided in toilet facilities, at least one of each type shall inches (914 mm) minimum due to the location of a recessed fixture adjacent (1118 - c E ,� r 610 X>8`t213.3 o " _ I `-' t room shall comply with Section 603. be located on an accessible route. All operable parts, Including coin slots, shall be mm) maximum above the floor, Flush controls shall be located on the open side of 604.8.1.4 Toe clearance. At least one side partition shall provide a toe clearance of Plumbing fixtures and accessories. Plumbing fixtures and accessories 40 inches (1016 mm) maximum above the finish flor. the water closet except in ambulatory accessible compartments omplying with 9 inches (229 mm) minimum above the finish floor and 6 inches (152 mm) deep rovided in a toilet room or bathin room r uired to com i with Section 213.2 Section 604.8.2. minimum be and the comartment-side face of the rtition, exclusive of rtition P 9 eq P Y Y P Pa f� ,,rni 604 Water toilet support members. Partition components at toe clearances shall be smooth without E ,---,---_I i i ii i I i _l \ r.,,-2:it, 205 , a -C �► :;„,,,,, ;cn i •r,b, X > 8 I• , shall comply with Section 213.3. closets and compartments 604.1 General. Water closets and toilet compartments shall comply with Sections 604.7 Dispensers. Toilet paper dispensers shall comply with Section 309.4 and sharp edges or abrasive surfaces. Compartments for children's use shall provide a 604.2 be 7 Inches mm) mini -mum and 9 inches mm) maximum in front of toe clearance of 12 inches (305 mm) minimum above the finish floc \ `l I �/ 203 ' -- �� W.1 a- - } > cis r� 1:2I 213.3.1 Toilet compartment. Where toilet compartments are provided, at least one through 604.8. shall (178 (229 ' , `I toilet compartment shall comply with Section 604.8.1. the water closet measured to the centerline of the dispenser. The outlet of the Exception: Toe clearance at the side partition is not required in a compartment t \ (a) m. •' 6042 Location. The water closet shall be positioned with a wall or partition to the dispenser shall be below the grab bar, 19 inches (483 mm) minimum above the greater than 66 inches (1676 mm) wide. 30 min - 213.3.2 Water closetWhere water closets are provided, at least one shall comply rear and to one side. The center -line of the water closet shall be 17 inches (432 finish floor and shall not be located behind grab bars. Dispensers shall not be of a 765 pull side b O k d i I f cn. .J with Section 11 B-604. mm) minimum to 18 inches (457 mm) maximum from the side wall or partition, type that controls delivery or that does not allow continuous paper flow. 604.8.1.5 Grab bars, Grab bars shall comply with Section 609. A side-wall grab bar 111,/,' side (no latch} except that the water closet shall be 17 inches (432 mm) minimum and 19 inches complying with Section 604.5.1 shall be provided and shall be located on the wallpush 213.3.3 Urinals. Where one or more urinals are provided, at least one shall comply (483 mm) maximum from the side wall or partition in the ambulatory accessible 604.8 Toilet compartments. Wheelchair accessible toilet compartments shall meet closest to the water closet. In addition, a rear -wall grab bar complying with Section 48 min 19 min with Section 11 B-605. toilet compartment specified in Section 604.8.2. Water closets shall be arranged for the requirements of Sections 11 B-604.8.1 and 604.8.3. Compartments containing 604.5.2 shall be provided. Where separate grab bars are required on adjacent a left-hand or right-hand approach. more than one plumbing fixture shall comply with Section 603. Ambulatory walls at a common mounting height, an L-shaped grab bar meeting the 213.3.4 Lavatories. Where lavatories are provided, at least five percent but no fewer accessible compartments shall comply with Sections 604.8.2 and 604.8.3. dimensional requirements of Sections 604.5.1 and 604.5.2 shall be permitted. than one shall comply with Section 606 and shall not be located in a toilet 604.3 Clearance. Clearances around water closets and in toilet compartments p P �, compartments.Ambulatory compartment. shall complywith Section 11 B-604.3. 604.8.1 Wheelchair accessible compartments. Wheelchair accessible 604.8.2 Ambulatoryaccessible accessible 213.3.5 Mirrors. Where mirrors are provided, at least one shall comply with Section compartments shall comply with Section 604.8.1. compartments shall comply with Section 604.8.2. 603.3• 604.3.1 Size. Clearance around a water closet shall be 60 inches (1524 mm) minimum measured perpendicular from the side wall and 56 inches (1422 mm) 604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches (1524 mm) 604.8.2.1 Size. Ambulatory accessible compartments shall have a depth of 60 213,3.7 Coat hooks and shelves. Where coat hooks or shelves are provided in toilet minimum measured perpendicular from the rear wall. A minimum 60 inches (1524 wide minimum measured perpendicular to the side wall, and 56 inches (1422 mm) inches (1524 mm) minimum and a width of 35 inches (889 mm) minimum and 37 rooms without toilet compartments, at least one of each type shall comply with mm) wide and 48 inches (1219 mm) deep maneuvering space shall be provided in deep minimum for wall hung water closets and 59 inches (1499 mm) deep inches (940 mm) maximum. Section 603.4. Where coat hooks or shelves are provided in toilet compartments, at front of the water closet. minimum for floor mounted water closets measured perpendiculartofhe rear wall,""` least one of each type complying with Section 604.8.3 shall be provided in toilet Wheelchair accessible compartments for children's use shall be 60 inches (1524 604.8.2.2 Doors. Toilet compartment doors, including door hardware, shall comply s with tion 11 B- 4 except that if the roach is to the latch side of the compartments required to comply with Section 213.3.1. Where coat hooks or 604.3.2 Overlap. The required clearance around the water closet shall be permitted mm) wide mini -mum measured perpendicular to the side wall, and 59 niche (1499 i Section 40 , p pp shelves are provided In bathing facilities, at least one of each type complying with to overlap the water closet, associated grab bars, dispensers, sanitary napkin mm) deep minimum for wall hung and floor mounted water closets measured compartment door, clearance between the door side of the compartment and any Section 603.4 shall serve fixtures required to comply with Section 213.3.6. disposal units, coat hooks, shelves, accessible routes, clear floor space and perpendicular to the rear wall. obstruction shall be 44 inches (1118 mm) minimum. The door shall be self-closing." clearances required at other fixtures, and the turning space. No other fixtures or A doorpull complyingwithSection 404.2.7 shall beplaced on both sides of the 603 Toilet and bathing rooms obstructions shall be located within the required water closet clearance. 604.8,1.1.1 Maneuvering space with in -swinging door. In a wheelchair accessible door near the latch. Toilet compartment doors shall not swing into the minimum compartment 603.1 General. Toilet and bathing rooms shall comply with Section 603. p ment with an in -swinging door, a minimum 60 inches (1524 mm) wide by required compartment area. 604.4 Seats. The seat height of a water closet above the finish floor shall be 17 36 inches (914 mm) deep maneuvering space shall be provided In front of the inches 432 mm minimum and 19 inches 483 mm maximum measured to the to clearance required in Section 604.8.1.1. See Figures 604.8.1.1.2 (b) and 604,8.2.3 Grab bars. Grab bars shall comply with Section 609, A side-wall grab bar 603.2 Clearances. Clearances shall comply with Section fiO3.2. ( ) ( ) p q of the seat. Seats shall not be sprung to return to a lifted position. Seats shall be 2 604.8.1.1.3 (b). complying with Section 604.5.1 shall be provided on both sides of the 603.2.1 Turning space, Turning space complying with Section 304 shall be inches (51 mm) high maximum. compartment. provided within the room. 604.8.1.1.2 Maneuvering space with side -opening door. In a wheelchair accessible p Exceptions: compartment with a side -opening door, either in -swinging or out -swinging, a 604.8.3 Coat hooks and shelves. Coat hooks shall be located within one of the 603.2.2 Over) Required clear floors aces, clearance at fixtures, and turnip 3. A 3 -inch 76 mm high seat shall be permitted only in alterations where the minimum 60 inches 1524 mm wide and 60 inches 1524 mm) dee maneuvering reach ranges specified in Section 308. Shelves shall be located 40 inches 1016 Overlap. g P 9 ( ) 9 P Y ( ) ( P 9 9 P ( space shall be permitted to overlap, existing fixture is less than 15 Inches (381 mm) high. space shall be provided in front of the water closet. See Figure 604.8.1.1.2. mm) minimum and 48 inches (1219 mm) maximum above the finish floor. 603.2.3 Door swing, Doors shall not swing into the clear floor space or clearance 604.5 Grab bars. Grab bars for water closets shall comply with Section 609• Grab 604.8.1.1.3 Maneuvering space with end opening dor. In a wheelchair accessible 605 Urinals required for any fixture. Other than the door to the accessible water closet bars shall be provided on the side wall closest to the water closet and on the rear compartment with an end -opening door ((acing the water closet), either in -swinging 605.1 General. Urinals shall comply with Section 605. compartment, a door in any position, may encroach Into the turning space by 12 'wall. Where separate grab bars are required on adjacent walls at a common or out -swinging, a minimum 60 inches (1524 mm) wide and 48 Inches (1219 mm) inches (305 mm) maximum. mounting height, an L-shaped grab bar meeting the dimensional requirements of deep maneuvering space shall be provided in front of the water closet. See Figure 605.2 Height and depth. Urinals shall be the stall -type or the wall -hung type with Exceptions: Sections 604.5.1 and 604.5.2 shall be permitted. 604.8.1.1.3. the rim 17 inches(432 mm)maxi-mum above the finish floor orground. P 1. Reserved. shall be 131/2 inches (343 mm) deep minimum measured from Urinalsface of 11B-604.5.1 Side wall. The side wall grab bar shall be 42 inches 1067 mm 604.8.1.2 Dors. Toilet compartment doors, Including door hardware, shall comply the urinal rim to the back of the fixture. 2. Where the toilet roam or bathing -room is for individual use and a clear 9 ( ) floor space complying with Section 305.3 is provided within the room long minimum, located ito the water closet. with Section 404 except that if the approach is from the push side of the beyond the arc of the door swing, doors shall be permitted to swing into the 2. Where an administrative authority requires flush controls for Hush valves to compartment door, clearance between the dor side of the compartment and any 605.3 Clear floor space. A clear floor or ground space complying with Section 305 Y 9 clear floor space or clearance required for any fixture be located in a position that conflicts with the location of the rear grab bar, obstruction shall be 48 inches (1219 mm) minimum measured perpendicular to the positioned for forward approach shall be provided. then the rear grab bar shall be permitted to be split or shifted to the open compartment door in Its closed position. Doors shall be located in the front partition 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed side of the toilet area. or in the side wall or partition farthest from the water closet. Where located in the 605.4 Flush controls. Flush controls shall be hand operated or automatic. Hand with the bottom edge of the reflecting surface 40 inches (1016 mm) maximum front partition, the door opening shall be 4 inches (102 mm) maximum from the operated flush controls shall comply with Section 309 except that the flush control above the finish floor or ground. Mirrors not located above lavatories or 604.6 Flush controls, Flush controls shall be hand operated or automatic, Hand side wall or partition farthest from the water closet. Where located in the side wall or shall be mounted ata maximum height of 44 inches (1118 mm) above the finish countertops shall be installed with the bottom edge of the reflecting surface 35 operated flush controls shall comply with Section 309 except they shall be located partition, the door opening shall be 4 inches (102 mm) maximum from the front floor, inches (889 mm) maximum above the finish floor or ground, 44 inches2 inches (305 mm) maximum from the rear wall and extending 54 inches partition. The door shall be self-closing. A door pull complying with Section 404.2,7 (1372 mm)minimum from the rear wall with the front endpositioned 24 inches(610 shall beplaced on both sides of the door near the latch, Doors shall not swing into mm) minimum in front of the water closet. the clear floor space or clearance required for any fixture. Doors may swing into that portion of maneuvering space which does not overlap the clearance required 59" MIN. AT FLOOR MOUNTED 901 Built -In Elements General 901.1 Scope. The provisions of Division referenced by a requirement in this 902 Dining surfaces and work surfaces 902.1 General. Dining surfaces and Exception Dining srrfaces and work surfaces Section 9024. 902.2 Clear floor orrounds g pace, fora forward approach shall be provided. ed P shall be provided. 902.3 Height The tops of dining surfaces minimum and 34 inches (864 mm) so3 Benches 903.1 General. Benches shall comply 903.2 Clear floor space. pace. r or shall be provided and shall be positioned axis of the bench. 903.3 Size. Benches shall have seats inches 508 mm dee minimum and ( ) P 903.4 Back support. The bench shall its long dimension. Back support from a point 2 inchese (51 mm) maximum mini -mum above the seat surface. the rear edge of the seat measured 903.5 Height The to of the bench P inches (483 mm) maxi mum above 903,6 Structural strength, Benches not be exceeded for materials used is applied at any point on the seat, 903.7 Wet locations. Where installed resistant and shall not accumulate 904 Check-out aisles and sales and 904.1 General. Check-out aisles applicable requirements of Section chapter. work A clear maximum with Clear that 24 provide shall Back horizontally. seat the finish shall when fastener, in water. service and sales 904. 1220 485 9 shall apply where required by Division 2 or where surfaces shall comply with Sections 902.2 and 902.3. for children's use shall be permitted to comply with P P Y floor space complying with Section 305 positioned Knee and toe clearance complyingwith Section 306 and work surfaces shall be 28 inches (711 mm} above the finish floor or ground.' Section 903. Floor or ground space complying with Section 305 at the end of the bench seat and parallel to the short are 48 inches 1219 mm Io minimum and 20 inches 610 mm)(dee maximum, ( P for back support or shall be affixed to a wall along be 48 inches (1219 mm) long minimum and shall extend above the seat surface eo a point 18 inches mfr mm) support shall be 2'/2 inches (64 mm) maximum from surface shall be 17 inches 432 mm minimum and 19C ( ) floor or ground. be affixed to the wall or floor. Allowable stresses shall a vertical or horizontal force of 250 pounds (1112 N) mounting device, or supporting structure. wet locations, the surface of the seat shall be slip counters. and service counters shall comply with the r 1 ,�,� f "" I. " i I 12 min \J j" <...,...... � .�,_� y...".,, -„"i STANDARD SYMBOL PROPORTIONS 305 . o t O V .. ..'""� X > 8 i V J ' ""°°" " d "°"'"" � `r r Cl)� a � x � ` I " �"� -"�� �� ` ' ' �� k (c) "' i � � ""' ' �- � ...,,. "" "' •• ""' ." J ' • " "' '" 1 " • - ' -� • I �... •" � �' "�' " �� I � �"�, ,.. � � �•� ,-. �� .s:a push side door provided With i p � p •• - "„:..„• � _ �..„.»„..�.,,....„ ,,,,µ„ ALTERNATE DISPLAY CONDITIONS AS PRE -APPROVED BY LOCAL AUTHORITIES Figure 404.2.4.5 Maneuvering both closer and latch i Clearances at Recessed Doors and Gates s 1 j�.. , �...:�,,,,,,,,,,,,,r . ' " 6�� 32 min R ."., � w m 1 I. LL " "µ i MIN. 615 j � tet■ " ir White Figure g , p �' CLEAR OPENINGS MUST BE BETWEEN THE V(„-•-_ .I ".. :.- �• '� ... � Blue Background DOOR IN ITS 90' OPEN POSITION AND THE FACE OF THE STOP ,,", . ` „ ,, „" V. „ ,,, , " >: � r i " � ^ ; ' Single Door 1 V """ ": ' '" I '""'""""3 i 32 min QI FIGURE 703.6.3.1 815 .-..,..,4-,-,,,, I """ '""" "" " „ f'""'" 1 INTERNATIONAL THE INTERNATIONAL FIGURE 703.6.3.1 THE A BLUE BACKGROUND. FEDERAL STANDARD ACCESSIBLE ENTRY SIGNS SYMBOL SYMBOL SYMBOL THE 595B SHALL OF ACCESSIBILITY OF ACCESSIBILITY SHALL COMPLY WITH SHALL CONSIST OF A WHITE FIGURE ON BLUE SHALL BE COLOR NUMBER 15090 IN COMPLY WITH ICC A117 -IBC CH. 11 - i , �O - Double Door Figure 404.2.3.2 CLEAR OPENINGS FOR TWO LEAF DOORS MUST BE BETWEEN EITHER DOOR IN ITS 90' OPEN POSITION AND THE EDGE OF THE OTHER DOOR ... j Clear Width of Doorways I 1 •• ( �.........,..".."..."..a_,""? I %••••""••••" s i • ••"•••"••• "...,..,... 60" MIN. 60" MIN. 1525 CENTERLINE OF FLUSH CENTERLINE OF NE152 CENTERLINE OF FLUSH W.C.WHEN DOOR SWINGS IN 56" MIN. AT WALL MOUNTED 904.2 Approach. All portions of counters adjacent to a walking surfacecom P lyingwithSection403. required to comply with Section 904 shall be located ""' T" FIXTURE ACTIVATOR 1T", ON WIDE FIXTURE 18t "iVililf FIXTURE ACTIVATOR904.3 7u-18" ON WIDE W.C. WHEN DOOR SWINGS IN Check-out aisles. Check-out aisles shall comply with Section 904.3. 430.460 SIDE 460 430-480 SIDE 54" MIN. 904.3.1 Aisle. Aisles shall comply with Section 403. ACCESSIBLE SYMBOL REQIREMENTS DOOR CLEARANCES = '_ i -" 1372 60" MIN. 904.3.2 Counter. The height be 38 inches kkbb� 1525 counter surface finish floor or ground. The top of the counter shall (965 mm) maximum above the edge protection shall be 2 inches (51 mm) Z ,- - -i Z „ maximum above the top of the counter surface on the aisle side of the check-out counter. 12" 36" MIN 12" • I 48" MIN. i t " j °' 3. .. " £ I )f i i µ" "'„' �' / i \ Lt.! u� , l 24" MIN. 904.4 Sales and service counters. Sales counters and service counters shall comply with z / \ Q �a ' 610 V. CLEAR ti �� 610 42 MIN, Section 904.4.1 or 904.4.2. The accessible portion of the counter to shall extend the same P P N �� LL1 �l C. Z .- a �� �� ' I X GRAB BAR FLUSH ACTIVATOR %-� -" Z � depth as the sales or service counter 904.4.1 Parallel approach. A portion 34 inches top. of the high counter surface that is 36 inches (914 mm) long the finish floor be A \ co.� I o L __ _ 7U_`"'J . \ ON WIDE SIDE 36° MIN. �i 34 MIN. o co minimum and (864 mm) clear floor or ground space complying approach adjacent to the 36 inch with (914 maximum above shall provided. Section 305 shall be positioned for a parallel mm) minimum length of counter. �� -- GRAB BAR r CLEAR 665 Exception: Where the provided counter surface is less than 36 inches (914 mm) long, the entire i' counter surface shall be 34 inches (864 mm) high maximum above the finish floor. 32" ,,1 MIN. 11 i its 32" MIN. i I , 18°N. - -� \ . . 1 904.4.2 Forward approach. A portion minimum and 34 inches (864 mm) with Section 306 shall be of high provided the counter surface that is 36 inches (914 mm) long maximum shall be provided. Knee and toe space under the counter. A clear floor or ground space 18" MI CLEAR v 18" MI CLEAR W� / 460complying complying with Section 305 shall be positioned fora forward approach to the counter. 60" MIN. MIN. { ; 460 813 4 x`813 ``` y \ I .��� i 904.5.904.5 Food service lines. Counters in food service lines shall comply with Section 1 36 min 39 - �� -GA i � /� \�----.......____---`7 �;_ 904.5.1 Self-service shelves and dispensing devices for tableware, dishware, 308, ondiments, devices. Self-service shelves and dispensing food and beverages shall comply with Section �� + P Ii " '" - I i f` 1 ��.��.. �`� z T `��� ' �/ �� Z m C�� - t _ ,..„...„,,,„,,,,�u,��,,„„,_,, I „„ , 1 ��, e15 eao -1040 ,�, -- , , 24 min 12 min 54 I ��� o --A -- ,,,,„,,,•,„,,,,,,,,,,,,,, ,,,,,,,,,•,„•,,,,,,,,,,„„ 610 305 min 904.5.2 Tray slides. The tops of tray slides shall be 28 inches (711 mm) minimum and 34 60" ♦ �► 1370 ,� �° 0 inches (864 mm) maximum above the finish floor or ground. 12 max '� /� r-5 12 MIN. 18' MIN. ti { 305 42 min E 30"x48" I�� SPACE 1065 1 . ,CLEAR -Cr� 44 MIN. CLEAR of I 1118 o 601NCHE5DIAMETERSPACE T -SHAPED SPACE FOR 180 TURN I DOOR IN SERIES ¢ y P 4 3 I s s I i 3 1i 1 ! i - I ;3.". I 3 transfer /% o c 0-) 4• ip , rn o L $ 1 side c7 � M � I ) c In 7-9 DISPENSER LOCATION 180-230 Figure 604.5.2 REAR WALL Figure 604.5.1 SIDE WALL GRAB AT WATER CLOSET GRAB AT WATER CLOSET ■ 1 48" MIN. .,,"»»:ti .,w TOILET FACILITY, RESTROOM FIXTURES AND ACCESSORIES REQUIRMENTS BUILT-IN REQUIRMENTS "MIN. ._."", :,,,",,, ,, ." ," .".", , ;,"„"."......,,-- I _ _- W 3 � ice, ti "r.7c"Ne . Sag" Al, o _ / co d , ii_ " 18• MIN. 18' MIN. ILILII W Im ,T } '°� 606 Lavatories and sinks606.1 and sinks ection 606. comply with Swith �l'1 � Un-- \ 1A- Lo '� f 12"MIN. � 12" MIN. ' PROVIDTHIS A DITIONAL SPACE IF ADDITIONAL I 1 DOORS AT OPPOSITE WALLS T • � „i'£" 606.2 Cler floor space. A clear floor spaatories ces complying Section 305, positioned tor a � i... j �IIID� � ...--- �' DOOR is EQUIPPED WITH i forward approach, and knee and toe clearance complying with Section 306 shall be provided. ll / """ " Exceptions: 10 max / � � BOTH A LATCH AND W LC; � ? I N 1. A Section 305 be to a kitchen sink in 255 �' � t parallel approach complying with shall permitted a space where a cook top or conventional range is not provided and to wet bars. 2. Reserved. 3. Not Used Fi ure 308.2.1 Unobstructed Forward Reach Fi ure 308.3.1 g 9 20 Unobstructed Side Reach cLosER I BOTH DOORS OPEN OUT "Ma, I z„ 3 C w „^„M� �q�B%"U G N�p��[ DOORS AT ADJACENT WALLS ii`Fl �" �Mis� �� ' (� 1 r max >20-25 max , 1 4. A knee clearance of 24 inches (610 mm) minimum above the finish floor or ground # . 510 51D•635 � i ���� 5�� Le, shall be permitted at lavatories and sinks used primarily by children 6 through 12 years ( �% MAR 2016 MAR PERMIT Cry 3 TER z , i I �-, r ........ f IIt ......... " [ 'eq ' � i Imo- s �t Z where the rim or counter surface is 31 inches (787 mm) maximum above the finish floor 1 I , Z or round. '� `4ir��I � 'iii rn ch 5. A parallel approach complying with Section 305 shall be permitted to lavatories and 111 o o �•�IV VAMP' ,, ���` �4r, ( �,/ 1 sinks used primarily by children 5 years and younger. 6. The dip of the overflow shall not be considered in determining knee and toe ,..W , o �a u� m III - _ z °o '- m t c0 1 clearances. E( F_ M M c - -=� ,I 1 �� CLEARANCE 7. No more than one bowl of a multi -bowl sink shall be required to provide knee and toe �l���� .. 1 �l ��1* t` +� KINEE +e TOE CLEARANCE complying clearance com I with Section 306. �tr�\ diy � � .- Mfr *\ �` �- ry �z,r< � � � �.. k ''- ate, . �� w� ,• ��,�� PULL SIDEC.C,�� 24' MIN. CLEAR AT PULL SIDE PULL SIDE i^�all/cp.°, 1 I � , i � , ^- r l'�� IANCE I 6"MAX NOTE: IF A MINIMUM 9 �:•.a-�. _.,\` �/�11►� �....�_ ) 8" MIN 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim or 1 I UI11►. 1 10 max > 10-24 max SIDE ELEVATION 17" MIN 17" MIN INCHES HEIGHT OF TOE counter surface 34 inches (864 mm) maximum above the finish floor or ground. CLEARANCE IS PROVIDE 606.4 Faucet. Controls for faucets shall comply with Section 309. Hand -operated metering A MAXIMUM OF 6 INCHE faucets shall remain open for 10 secunda minimum. p OF THE 48 INCHES OF 606.5 Exposed pipes and surfaces. Water supply and drain pipes under lavatories and sinks CLEAR FLOOR SPACE ' � 255 255-610 (a) (b) (a) (b) Figure 308.2.2 Obstructed Forward Reach Figure 308.3.2 Obstructed High Side Reach 308 Reach ranges 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an EXTERIOR DOORS _x�_Milk 5 18"MIN. CLEAR ( U V Z z INTERIOR DOORS ` � �-� 24" MIN. � cc, �- �•-�__� 3 V 3 l CO J �� .'. 1 A �+f�f shall be insulated or otherwise configured to protect against contact. There shall be no sharp REQUIRED AT THE FIXTI or abrasive surfaces under lavatories and sinks. 308.1 General. Reach ranges shall comply with Section 308. element and the side reach is unobstructed, the high side reach shall be 48 inches (1219 mm) maximum and the low side reach shall be 15 inches (381 mm) minimum above the finish floor Controls intended to be by the or , 9 r � el^�ll 1 �,�_(!9! A ^] __....._i ,�, �l r 'j"-:1 i MAY EXTEND INTO THE ' 606.6 Adjacent side wall or partition. Lavatories, when located adjacent to a side wall or shall be a mini -mum 01 18 inches (457 mm) to the centerline of the fixture. 308.1,1 Electrical switches. and switches used occupant of a ground. room or area to control lighting and receptacle outlets, appliances or coling, healing and Exceptions: Section 308 the low be to 1. An obstruction shall be between the clear floor or space the �r ,, int n- : € "' "'+'-'"••It t I 11111 i"""' � W z CLEAR partition, SPACE. 606.7 Sink depth. Sinks shall be 61/2 inches (165 mm) deep maximum. ventilating equipment, shall comply with except reach shall measured permitted ground arid the bottom of the outlet box and the high reach shall be measured to the top of the outlet box. element where the depth of the obstruction is 10 inches (254 mm) maximum.PROVIDE 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1372 mm) NOTE: 24 MIN. t `at_Q��II - _1=e1 ma __-_ £ Q p / ADDITIONAL SPACE IF 48" MINIMUM IF DOOR �- -� �+� 1 I. FLOOR 18°MIN 308.1.2 Electrical receptacle outlets. Electrical receptacle outlets on branch circuits of 30 maximum measured from the surface of the vehicular way where lust dispensers are installed z III 1114 / DOOR IS EOUIFPED WITH BOTH ANDA CLOSE: � HAS BOTH ALATCH AND A CLOSER �� o �# N-.) g F II 3 SPACE `` TO CENTERLINE amperes or less and communication system receptacles shall comply with Section 308 except on existing curbs. the low reach shall be measured to the bottom of the outlet box and the high reach shall be measured to the top of the outlet box, 308.3.2 Obstructed high reach. Where a clear floor or ground space allows a parallel approach high ;, .. .,.- - w=. - -- PUSH SIDE.._- j A i 3 j : I J PUSH SIDE PUSH SIDE q j I l 19 MAX to an element and the side reach is over an obstruction, the height of the obstruction shall 308.2 Forward reach, be 34 inches (864 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) • i I" 12" i ••• • • • "- /Y> ■ ■ ■ 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be maximum. The high side reach shall be 48 inches (1219 mm) maximum for a reach depth of 10 MIN. I ` "MIN• I NOTE: p = z O € 49" MIN 48 inches (1219 mm) maximum and the low forward reach shall be 15 inches (381 mm) inches (254 mm) maximum. Where the reach depth exceeds 10 inches (254 mm), the high side minimum above the finish floor or ground. reach shall be 46 inches (1168 mm) maximum for a reach depth of 24 inches (610 mm) (a) FRONT APPROACH (b) HINGE APPROACH 48' MINIMUM IF CLOSER OR ¢ A t i a st v;�.���4 � � i (c) (c) LATCH APPROACH t: z w �U a bo ,Pu Ne Ne....4...-----N/< v co N W �+-� V C,,,% ` , V N I PLAN VIEW maximum. 308.2.2 Obstructed high reach. Where a high for -ward reach is over an obstruction, the clear Exceptions: floor space shall extend beneath the element for a distance not less than the required reach 1. The top of washing machines and clothes dryers shall be permitted to be 36 inches depth over the obstruction. The high forward reach shall be 48 inches (1219 mm) maxi -mum (914 mm) maximum above the finish floor. where the reach depth is 20 inches (508 mm) maxi -mum. Where the reach depth exceeds 20 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1372 mm) inches (508 mm), the high forward reach shall be 44inches (1118 mm) maximum and the maximum measured from the surface of the vehicular way where fuel dispensers are reach depth shall be 25 inches (635 mm)maximum. installed on existingcurbs. 308.3 Side reach. LAVATORY REQ UIRMENTS _ . � _ REACH RANGES MANEUVERING CLEARANCES AT DOORS G120 .. .>.._ .. � ., , .. - _:...., - . _ . .. v.- . �� .t,, .� � .<,���„ ,,...� ,°,.x� ,�� ,,r�„.. ow.,µ, .•. RESPONSIBILITY SCHEDULE C = GENERAL CONTRACTOR L = LANDLORD O = OWNER R=PRODUCT DATA/REPORTS D=SHOP DRAWINGS S=SAMPLES V=VENDOR FURNISH DIVISION 1 - GENERAL REQUIREMENTS O C V BUILDING PLAN CHECK & PERMITS TEMPORARY FACILJTIES TEMPORARY UTILITIES CONSTRUCTION TESTING AND REPORTS SPECIAL INSPECTIONS CONSTRUCTION DEBRIS REMOVAL PROGRESS & FINAL CLEANING CERTIFICATE OF OCCUPANCY DUMPSTER AND TRASH BINS • • • • 0 • • 1 L INSTALL C O V 0 • • • 0 SU R BM D ITTA S LS V • • REMARKS C = GENERAL CONTRACTOR L = LANDLORD O = OWNER R=PRODUCT DATA/REPORTS D=SHOP DRAWINGS S=SAMPLES V=VENDOR FURNISH DIVISION 10 - SPECIALTIES L O C V EXTERIOR BUILDING SIGNAGE ACCESSIBILITY SIGNAGE INTERIOR DECORATIVE SIGNAGE ARTWORK & MURALS. ARE EXTINGUISHER 0 • 0 SAFE 0 DIVISION 2 - SITE WORK DEMOLITION LANDSCAPING PLANTERS PATIO PAVERS • TOILET ROOM ACCESSORIES TOILET ROOM MIRRORS LOCKERS SOUND SYSTEM & SPEAKERS WINDOW SHADES 0 0 0 • DIVISION 3 - CONCRETE CONCRETE SLAB CONCRETE PADS & WALKS PATIO PAVERS PATIO SEALANT DIVISION 11 - EQUIPMENT FOOD SERVICE EQUIPMENT POS EQUIPMENT POS CABUNG OFFICE EQUIPMENT EXHAUST HOODS • DIVISION 4 - MASONRY 1 DIVISION 5 - METALS METAL STUDS WALL BACKING STAINLESS STEEL CORNER GUARDS STAINLESS STEEL QUILTED WALL PANELS PATIO RAIUNG 0 • • • 0 • 0 DIVISION 12 - FURNISHINGS BOOTHS AND BENCHES TABLES (TOPS AND BASES) CHARTS AND STOOLS HIGH CHAIRS PATIO FURNITURE OFFICE CHAIR OFFICE CABINETS INTERIOR PLANTS 0 • 0 • • • • DIVISION 22 - PLUMBING ARE SPRINKLER SYSTEM • DIVISION 6 - WOODS AND PLASTICS PLUMBING SYSTEMS • PLUMBING FIXTURES AND FITTINGS • ROUGH CARPENTRY • TRUSSES & OPEN WEB JOISTS 0 FINISH CARPENTRY • CUSTOM MILLWORK • C UN RTI PS PLYWOOD SUBFLOOR • • • 0 0 Allan AIM.. _ INS • • 0 G.C. TO MODIFY FLOOR STRUCTURE AS INDICATED IN STRUCTURAL DWG'S. WATER HEATERS 0 WATER FILTERS G.C. TO REINFORCE ROOF STRUCTURE AS INDICATED IN STRUCTURAL DWG'S. WATER METER 0 BACKFLOW PREVENTOR • GAS EQUIPMENT REGULATORS HYDROSTATIC GREASE INTERCEPTOR 0 ADD NET ONTO EXISTING GAS SERVICE GAS DISTRIBUTION • • DIVISION 7 - THERMAL AND MOISTURE PROTECTION GAS METER INSULATION WATERPROOF MEMBRANES JOINT SEALANTS SEALANTS AND CAULKING ROOF PENETRATIONS, CURBS AND FLASHING 0 0 • • 0 • 0 • • 1 PATIO HEATERS DIVISION 8 - DOORS & WINDOWS (REFER TO DOOR SCHEDULE LOCATED ON SHEETA200) REAR SERVICE DOOR AND FRAME REAR SERVICE DOOR HARDWARE ACCESS PANELS ENTRANCE AND PATIO DOORS ENTRANCE AND PATIO DOOR HARDWARE STOREFRONT SYSTEM (INCLUDES GLAZING) INTERIOR DOORS, FRAMES AND HARDWARE 0 0 • • • • • 0 • • • • • • • MATCH EXISTING DIVISION 9 - FINISHES GYPSUM WALL BOARD EXTERIOR WALLS • 0 PORTLAND CEMENT PLATER (STUCCO) CERAMIC TILE THRESHOLDS SUSPENDED ACOUSTICAL CEILING SYSTEM 0 • • TECTUM ACOUSTICAL CEILING PANLES EPDXY FLOORING SANITARY WALL PANELS (FRP) PAINTING TILING PATIO SEALANT STAINLESS STEEL WALL PANELS WINDOW FILM • • 0 • 0 0 • 0 1 0 • • • • • 0 • • 0 0 DIVISION 23 - MECHANICAL KITCHEN EXHAUST HOODS, SUPPLY FAN, GREASE FILTERS ANSUL SYSTEM W/ PULL BOXES EXHAUST FANS EXHAUST AND MAKE-UP AIR DUCTWORK DUCTWORK FIRE WRAP HVAC UNITS AND CURBS AIR DISTRIBUTION DUCTWORK REGISTERS, DIFFUSERS AND GRILLS TESTING BALANCE REPORT AIR CURTAIN REMOTE REFRIGERATION FOR KITCHEN EQUIPMENT ROOF PLATFORMS • 0 • 0 • • • • 0 • • REPAIR EXST. GYP. BD. FIN AS REQ'D AT EXTR. & DEMISING WALL. DIVISION 26 - ELECTRICAL ELECTRICAL METER(S) • LIGHTING FIXTURES LAMPS EMERGENCY EXIT UGHTS EMERGENCY EXIT SIGNS FIRE ALARM SYSTEM SECURITY ALARM SYSTEM CONDUIT FOR TELECOMMUNICATIONS CABUNG FOR TELECOMMUNICATIONS PHONE OUTLETS ELECTRICAL SERVICE ELECTRICAL DISTRIBUTION INTERIOR LIGHTING ANAL FOCUS 0 0 • • 0 0 0 0 • 0 0 1 INSTALL C O 0 • 0 0 • • 0 • 0 • • • • 0 0 1 • 0 • • • • 0 0 • • • • • • • 1 • • • • • 0 • • • • • • • 0 • 0 • • 0 0 0 S R UBM 0D ITTA S LS V 1 • 0 0 REMARKS INSTALLED BY MILLWORK VENDOR. F.S.E.C. WILL PROVIDE (1) CLASS K & (1) ABC GARDALL SL -6000/F HINGE SIDE CLOSEST TO DESK NEW PRIVATE METER PER LL'S SPEC. STUB INTO SPACE AND LINES TO RTU'S BY GC BY UTIUTY PROVIDER INCLUDES BORING FROM CRAWLSPACE TO HEATER LOCATIONS AND PIPING MUST BE THIRD PARTY EC MAKES FINAL CONNECTIONS. PREVIOUSLY COMPLETED BY LL; SEE ELEC. FOR MORE INFORMATION. GC TO CONTRACT W/ OWNER VENDOR GC TO CONTRACT W/ OWNER VENDOR GC TO CONTRACT W/ OWNER VENDOR GC TO CONTRACT W/ OWNER VENDOR CITY OF TUKWILA MAR 17 2016 PERMIT CENTER ADJUST LIGHTING PER LJGHT AIMING GUIDE NOTE: THE TENANT G.C. IS RESPONSIBLE FOR ALL WORK SHOWN IN THIS SET OF PLANS THAT IS NOT SPECIFICALLY INDICATED IN THE RESPONSIBILITY SCHEDULE AS BY OTHERS - UNLESS NOTED OTHERWISE. too4o GENERAL NOTES I WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 2 ALL NEW WALL CONSTRUCTION TO BE SUPPORTED FROM TOP CHORD OF STRUCTURAL AND NOT FROM METAL DECK ABOVE. 3 ALL TRANSITIONS MUST BE SMOOTH AND FLUSH. 4 G.C. TO VERIFY, PRIOR TO BIDDING, COMPLETE SCOPE OF DEMOLITION. ALL REQUIRED DEMOLITION TO BE INCLUDED IN THE BASE BID. DEMOLITION PLAN IS ONLY AN ESTIMATE OF SCOPE OF WORK. DEMOLITION SHALL INCORPORATE THOSE SUBORDINATE ITEMS NOT SHOWN SPECIFICALLY ON THIS PLAN, BUT REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE PROJECT. 5 DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE BRACING OR SHORING AS REQUIRED. G.C. WILL ASSUME LIABIUTY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 6 DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT AND CREATE HAZARD. REMOVE FROM SITE ON A REGULAR BASIS; DAILY IF REQUIRED. 1 DO NOT BLOCK REQUIRED EXIT CORRIDORS. ERECT BARRICADES & PROVIDE TEMPORARY LIGHTING, IF REQUIRED TO MAINTAIN EGRESS PATH OF TRAVEL S THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE IF ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL ISOLATE THE AFFECTED AREA AND CONTACT THE OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. q G.C. TO MAINTAIN THE INTEGRITY OF ALL FIRE -RATED CONSTRUCTION. 10 G.C. TO REMOVE ALL ELECTRICAL AND MECHANICAL LINES THAT ARE NOT SPECIFICALLY INTENDED TO REMAIN. REFER TO ELECTRICAL AND MECHANICAL SHEETS FOR INFORMATION ON EXISTING ELECTRICAL AND MECHANICAL EQUIPMENT TO REMAIN FOR RE -USE. ALL UNUSED ELECTRICAL WIRING SHALL BE PULLED BACK TO MAIN SWITCH GEAR, ALL UNUSED PLUMBING LINES SHALL BE CAPPED IN THE WALL OR BELOW FLOOR. G.0 TO COORDINATE THE REMOVAL, DISCONNECTION AND/OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD REPRESENTATIVE. II SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION & COORDINATE FURTHER DEMO. DEMO GENERAL NOTES DEMOLITION PRINCIPAL WORK IN THIS SECTION A. DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND REQUIRED BY JOB CONDITIONS. B. PROTECT EXISTING CONSTRUCTION DESIGNATED TO REMAIN. G. REMOVE DEMOLISHED ITEMS FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER. 1.2 RELATED WORK IN OTHER SECTIONS A. DISCONNECTING, GUTTING, GAPPING OR RELOCATING ANY ACTIVE UTILITY LINES ENCOUNTERED. 1.3 REFERENCE STANDARDS A. ANSI AIOb 'SAFETY REQUIREMENTS FOR DEMOLITION" PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE. 1.4 PROTECTION A. CEASE OPERATIONS AND IMMEDIATELY NOTIFY THE ARCHITECT IF THE SAFETY OF EXISTING CONSTRUCTION APPEARS TO BE ENDANGERED AT ANY TIME. TAKE PRECAUTIONS TO SUPPORT SUCH ENDANGERED CONSTRUCTION AND DO NOT RESUME OPERATIONS UNTIL AUTHORIZED BY THE ARCHITECT. 2.0 EXEGUTUION 2.1 OWNERSHIP OF DEMOLISHED MATERIALS A. REMOVE DEMOLISHED MATERIALS FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER. NO ON-SITE SALE OR BURNING OF DEMOLISHED MATERIALS WILL BE PERMITTED. 2.2 PERFORMANCE OF WORK A. NO EXISTING STRUCTURAL ELEMENT (BEAM, COLUMN, SHEAR WALL, ETG) SHALL BE REMOVED. B. THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE PERFORMED. INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY CONTINGENCIES IN CONNECTION THEREWITH. G. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. DEMOLITION AND REMOVAL OF ITEMS SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR DROPPING. PERFORM CUTTING AND STRIPPING 50 THAT THE WORK TO REMAIN IS UNDAMAGED AND IN SUCH MANNER THAT NEW WORK GAN BE PROPERLY CONNECTED WITH IT. 23 METHODS A. DEMOLISH EXISTING CONSTRUCTION ONLY TO THE EXTENT NECESSARY FOR THE PROPER INSTALLATION OF NEW CONSTRUCTION AND JUNCTION WITH EXISTING WORK. GUT BACK FINISHED SURFACES TO STRAIGHT, PLUMB AND LEVEL LINES AS REQUIRED. B. PROCEDURE I. SAWING: A. SAWING SHALL BE PERFORMED BY EXPERIENCED CRAFTSMEN CUSTOMARILY ENGAGED IN AND PROPERLY EQUIPPED FOR THE PERFORMANCE OF THE TYPE OF WORK REQUIRED BY JOB CONDITIONS. B. PROVIDE WET VACUUM EQUIPMENT AS REQUIRED FOR CONTROL OF WASTE COOLING WATER. 2.4 DEMOLITION FOR INSTALLATION OF PIPING, CONDUIT, ETC. A. REMOVE EXISTING CONSTRUCTION FOR INSTALLATION OF PIPING, CONDUIT AND TUBING A5 REQUIRED BY MECHANICAL AND ELECTRICAL TRADES. B. EXCEPTION: DRILLING AND INSTALLING SLEEVES FOR PASSAGE OF PIPING, CONDUIT AND TUBING SHALL BE DONE BY THE TRADE INSTALLING THE PIPING, CONDUIT OR TUBING. 25 DAMAGE AND REPAIR A. REPAIR, RESTORE, REPLACE OR MAKE GOOD DAMAGE TO EXISTING CONSTRUCTION WHICH OCCURS A5 A RESULT OF DEMOLITION OPERATIONS, AT NO ADDITIONAL COST TO THE OWNER 2.6 CLEAN UP A. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON THE PREMISES. PROVIDE FOR THE CONTINUOUS REMOVAL AND LEGAL OFF SITE DISPOSAL OF DEMOLISHED MATERIALS A5 THE WORK PROGRESfES. II. DEMOLITION AND PREPARATION 1.0 GENERAL 1.1 SCOPE: FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK A5 INDICATED ON THE DRAWINGS A5 SPECIFIED AND A5 NECESSARY TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO, THESE MAJOR ITEMS: A. PROTECTION OF EXISTING WORK TO REMAIN. B. REMOVAL OF PARTITIONS, DOORS, FLOOR COVERING, CEILINGS. G. REMOVAL OF MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES. D. DEBRIS REMOVAL. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. ALL NEW WORK. 1.3 GENERAL REQUIREMENTS A. FIELD CONDITIONS: TAKE INTO CONSIDERATION AS NECESSARY WORK ALL OBVIOUS EXISTING CONDITIONS AND INSTALLATIONS ON THE SITE A5 THOUGH THEY WERE COMPLETELY SHOWN OR DESCRIBED. ACCEPT THE SITE OF THE WORK A5 IT EXISTS AND CLEAR OBSTRUCTIONS TO THE WORK INDICATED. B. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS AND LIMITATIONS THEREON AND THEREABOUTS. ALL PROPOSALS SHALL TAKE INTO ACCOUNT ALL SUCH CONDITIONS AND LIMITATIONS WHETHER OR NOT THE SAME ARE SPECIFICALLY SHOWN OR MENTIONED IN ANY OF THE THESE DOCUMENTS AND EVERY PROPOSAL SHALL BE CONSTRUED A5 INCLUDING WHATEVER SUMS ARE NEEDED TO COMPLETE THE WORK IN EVERY PART A5 SHOWN, DESCRIBED OR REASONABLY REQUIRED OR IMPLIED, AND ATTAIN THE COMPLETED CONDITIONS CONTEMPLATED BY THE CONTRACTOR. C. TAKE CAREFUL NOTE OF THE FACT THAT THE PREMISES AND ACTIVITIES WILL BE OPEN TO "BUSINESS A5 USUAL" DURING THE LIFE OF THIS CONTRACT. NO INTERRUPTION OF TRAFFIC FLOW, UTILITIES 5ERVIGES OR OWNER'S USUAL ACTIVITIES WILL BE FERMI i I EU WITHOUT PREVIOUS SCHEDULING WITH THE OWNER. D. CODES: PERFORM ALL WORK IN ACCORDANCE WITH THE BUILDING CODE OF THE GOVERNING BODY HAVING JURISDICTION, THE GOVERNING STATE INDUSTRIAL SAFETY ORDERS AND THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. E. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS GUTTING AND PATCHING NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND THE REWORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS BASED ON THE PLEA OF UNFORESEEN CONDITIONS WILL BE ALLOWED. F. PHASING OF THE WORK: CONFER WITH THE OWNER AS TO THE SEQUENCING AND PHASING OF THE PERFORMANCE OF VARIOUS PARTS OF THE WORK. COOPERATE FULLY TO THE END THAT CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED TO PERMIT INSTALLATION OF NEW WORK. G. NOISE CONTROL: GARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKMEN IN NOISE CONTROL PROCEDURES. 2.0 EXECUTION 2.1 PROTECTION A. GLASS: PROVIDE SUCH PROTECTION A5 MAY BE REQUIRED TO PREVENT GLASS BREAKAGE. AT NO ADDITIONAL COST, REPLACE IN KIND ALL BROKEN GLASS. B. LOWERING MATERIAL: PROVIDE HOISTS AND CHUTES AS REQUIRED TO LOWER REMOVED MATERIAL. THROWING, DROPPING OR PERMITTING THE FREE FALL OF MATERIAL AND DEBRIS FROM HEIGHTS WHICH WOULD CAUSE DAMAGE TO WORK TO REMAIN, UNDUE NOISE OR NUISANCE, OR EXCESSIVE DUST 15 EXPRESSLY PROHIBITED. C. PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING A5 MAY BE REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY. D. EXISTING WORK TO REMAIN: PROVIDE SUCH FORMS OF PROTECTION AS MAY BE NECESSARY TO PREVENT DAMAGE TO EXISTING WORK AND EQUIPMENT TO REMAIN. 2.2 GENERAL DEMOLITION A. DOORS AND HARDWARE: REMOVE CAREFULLY TO AVOID DAMAGE. INSOFAR A5 POSSIBLE, LEAVE HARDWARE ATTACHED TO THE DOOR. WHERE THIS IS NOT PRACTICAL, PLAGE ITEMS OF HARDWARE IN A CLOTH BAG ATTACHED TO THE DOOR. B. PARTITIONS: REMOVE PARTITION FINISH, STUDS, PLATES AND SILLS. WHERE ONLY A PARTIAL RUN 15 REMOVED, CUT BACK FINISH MATERIAL TO THE CENTER LINE OF THE NEXT ADJACENT SUPPORT TO REMAIN. LEAVE REMAINING MATERIAL WITH A GLEAN TERMINAL LINE WITH NO LOOSE MATERIAL ADHERING. 23 MECHANICAL, ELECTRICAL AND PLUMBING A. CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND THOSE TO BE KEPT ACTIVE OR TO BE REACTIVATED. PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE INTERRUPTION OF LINES TO REMAIN. B. REMOVE FIXTURES AND EQUIPMENT A5 INDICATED. WHEN INDICATED FOR REUSE, GLEAN, STORE A5 DIRECTED AND PROTECT. IDENTIFY POINT OF REUSE. C. REMOVE LINES COMPLETELY WHEREVER POSSIBLE. CUT AND GAP OR PLUG IN A POSITIVE MANNER BEHIND THE BACK OF FINISH MATERIAL. 2.4 REMOVED MAIL-KIAL AND DEBRIS A. ALL REMOVED MATERIAL, NOT OTHERWISE DESIGNATED, AND ALL DEBRIS BECOMES THE PROPERTY OF THE CONTRACTOR WHO SHALL REMOVE IT FROM THE SITE. B. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE. REMOVE DAILY AND DISPOSE OF IN A LEGAL MANNER. G. LEAVE ALL SPACES BROOM GLEAN WITH ALL LEDGES AND CORNERS PROPERLY GLEANED. 2.5 FLOOR FINISHES A. REMOVE EXISTING FLOOR FINISHES TO SLAB AND PREPARE SUB -SURFACE TO RECEIVE NEW FLOOR A5 INDICATED (SEE FINISH SCHEDULE). WORK SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL ACCEPT VINYL TILE WITH NO NOTICEABLE ALTERATION HAVING BEEN MADE. PROVIDE CONCRETE TOPPING WHERE REQUIRED. FLOOR PLAN KEYED NOTES INDICATED BY SYMBOL: 0 0 0 INDICATED PORTION OF WALL TO BE DEMOLISHED FROM WD SUB FLOOR TO B.O. HEADER OF PROJECTION; REMOVE ANY REMAINING WALL FINISH FROM STEM WALL SEE A200 FOR DIMENSIONED EXTENTS; SEE STRUCTURAL FOR ADDITIONAL INFORMATION. NOT USED INDICATED PORTION OF WALL TO BE DEMOLISHED FROM EXST. CONC. SLAB TO B.O. NEW DOOR HEADER; REMOVE ADDT'L EXST. WALL FRAM'G AS REQ'D FOR NEW HEADER PER STRUCTURAL; SEE A200 FOR DIMENSIONED EXTENTS; SEE STRUCTURAL FOR ADDITIONAL INFORMATION. SEE A51 0 FOR S.O.W. REGARDING NOTED EXST. DOORS EXST. STOREFRONT SYSTEM TO BE MODIFIED WHERE INDICATED- SEE SHEETS D510, A510 FOR MORE INFO. NOT USED NOT USED NOTE: EXST. COL'S. TO REMAIN- G.C. TO PROTECT DURING ALL PHASES OF CONSTRUCTION. EXST. INTERIOR PARTITION WALLS & DOORS TO BE REMOVED WHERE INDICATED. G.C. TO REMOVE EXST. PANELS IN TENANT SPACE- SAVE FOR LATER REUSE/RELOCATION- SEE ELECTRICAL FOR SCOPE. NOT USED L.L. SHOULD HAVE REMOVED EXST. LAYER OF MDF8 APPLIED NEW LAYER OF 15/32" PLYWD ON TOP OF EXST. 5/8" PLYWD SUBFLOOR & THEN APPLIED WATERPROOF DECOUPLING MEMBRANE PER TENAT SPEC. IF EXST SUBFLOOR COMD. DIFFERS CORD. W/ARCHS OWNER. NOT USED REMOVE ALL INTERIOR LIGHTING AND PLUMBING FIXTURES, CASEWORK, CEILING SYSTEMS AND ACCESSORIES. NOT USED EXST. ELEC. PANALS, REF. ELEC. DWG'S FOR SCOPE. 4. 4 , • • .: .. ••.. • • • :4 • 4 4 - • •- . •• . • -. • d, • : d •• • ' ••• • • ;d •` • •• • • • •; • •. •: . , •. • J. • ^d•• •.. ,. ' • . : d• • �..• • • • • d• ;. . , • • • •: Q. 4 • :. • • - • • + e a; . • •. • : •�.a • 4• • • 4• •: . a; • • : :d: d ; • :• •.•'• , •4•. .: • • a` 4. .• • • .. .. • • • • • 4. 4 .. • • . •• . • a• • • ! •...• :d ••• ••' • •-' • •• •_ .:.:. • 4 d• 4 • .! 44 , - • d • •• . i • :4 . A.• • • .. • • •. • IA.., .•. a• • ••-: : .• . • •4 . •.•d .• .:.: t , .• d. 4 • • . .. • . d ;• •... • . '. • d. .4-... - . • . -. - - • - • • .4 . s . •• ' .•. .: .•4 .• 4 • • • •• • • • AA .•; • •• ,• • ••. • . • , d • • • • • • • .4, a 0 0 Lit I, h 0 1) / 00 SCI 11k�������� 0 al 1•111111111111111111111111111•111111111▪ 1▪ 1111111111111 RECEIVED CITY OF T U KW I LA MAR 17 2016 O PERMIT CENTER [DEMOLITION PLAN SNE a"'" -o i210 FOR qaE AIM IIANC hA 2 5 2016 a GENERAL REQUIREMENTS AND CONDITIONS 3 5 { S } Reference is made throughout these general notes regarding responsibilities and standards of care to be fullfilled by those providing services in the development and construction of this project.The General Contractor shall be responsible for adherence to those requirements by his management team and staff, all Subcontractors and other professional consultants not retained by the Architect. 1. PERMIT DOCUMENT SET: The scope of this set ofplans is toprovide a "permit P P document set" and general notes hereinafter referred to as "plans". This set ofplans is sufficient to obtain a buildingpermit; however, all materials and methods of construction necessary to complete the project may not be completely described or detailed. The plans delineate and describe locations, dimensions, types of materials and general methods of assembling, fastening and weather proofing. The proper implementation of the P 9 P P P plans requires Contractor and Subcontractors to be familiar with the applicable buildingcodes and methods a PP of construction specific to this project type. Details and on the drawings are shown at locations sections9 specific„ and are intended to show general requirements throughout. It is not the intent of these Construction Documents to illustrate every unique construction assembly or detail. The General Contractor and Subcontractor shall review their specific trade of work and include in their project pricing and scheduling all required work and time for proper assembly to achieve the design intent of the Construction Documents. Proper and thorough field implementation of these construction documents anticipates the continued regular involvement P 9 of the Architect and all the appropriate consultants as part of the basic services for this project. Requests For Information (RFIs) always receive expedited review and response. The Architect shall provide input to the General Contractor and the Client as appropriate to the progress of construction to address and resolve specific design, detail, specification, finish and construction issues which typically arise throughout the bidding / negotiation and construction process. 2. BUILDING MAINTENANCE:mock-up, The exposed materials used in the construction of this project will deteriorate as the completed project ages unless properly and routinely maintained. Contractor shall provide a comprehensive maintenance manual which specifically targets areas/materials that require periodic inspection, maintenance, repair and replacement of deteriorating building and surrounding components. Special attention shall be given to landscaping, landscape irrigation, site drainage, building water run-off control, major structural components, and waterproofing of exposed wood and metal. All maintenance procedures shall meet or exceed minimum manufacture recommendations. At a minimum owner shall have all roof, drains, skylights, gutters, downspouts, storm drains, French drains, footing drains, bio-swales and all site and building drainage systems checked and cleaned annually to maintain proper functional working conditions for appropriate weather tight protection from the exterior . In addition all exterior windows, doors, flashings, vents, weather stripping, and caulked seals on gp all exterior wall, roof, parapet, fascia and soffit penetrations shall be checked annually and maintained in a weather tight condition. All exterior plaster, cladding, and wood siding shall be inspected annually for cracking or shrinkage and caulked / sealed / maintained to provide a continuous weather tight condition of all surfaces. All exposed wood surfaces shall be checked, resealed and / or repainted every 3 years minimum. Failure of owner to follow above routine maintenance requirements shall be a violation of project specifications, and shall thereby relieve the architect and his consultants of damages or repair required as a result of improper site and building maintenance. 3. CODES: All work shall comply with most stringent requirements of all applicable city, county, state and federal laws, rules, codes ordinances and regulations. If the General Contractor or any Subcontractor performs any work in conflict with the above mentioned laws, rules, codes, and regulations, then the Contractor in violation of said requirements shall bear all costs of repair arising out of the work. A partial list of the applicable codes are listed in the project drawings. Local Review and Inspection may implement additional requirements. General Contractor shall provide prompt documentation to the Architect for review and resolution of any such situations 4. PERMITS The general building permit fee and all plan check fees shall be secured and paid for by the General Contractor and/or Owner. Subcontractor shall secure and pay for their specific trade permits. 5. INSURANCE: Contractor and Subcontractors shall provide adequate insuranceper their subcontractor agreement, and such 9 insurance shall be appropriate to fully cover repair and /or replacement of their scope of trade work. p p 6. NAMED PRODUCTS: The Architect makes no guarantee or warranty for products identified by trade name or manufacturer. All materials shall be installed per the highest industry standards and practice to ensure a high quality finished product. 7. SCOPE: The General Contractor and Subcontractors shall furnish all labor, equipment, and material indicated on the plans and reasonably inferred or required by the applicable codes or required to implement the design intent of the drawings. 8. SUBSTITUTION: Habit BurgerGrill LLC has selected theproducts and 9 assemblies best suited to their operations, substitutions will not be allowed in most cases. Anyproposed P P substitution shall be documented and forwarded to the Architect during the bidding period to avoid any delay ina the project schedule. The General Contractor and any subcontractor shall not make any substitution or change without prior written authorization from the Architect of record. Submit complete documentation (catalog, sample, p { 9 P etc. to establish that the proposed substitution } p p meets or exceeds originally specified item requirements/standards. Finish Materials, Light Fixtures, Door Hardware, Plumbing Hardware & Fixtures: will require a minimum three (3) week review time - plan substitutions carefully, the project schedule will not be adjusted to accommodate substitutions. 9. CHANGES: Any addition, deletion or change in the scope of the work described by the plans shall be by written change order only. 10. INTENTION: The general contractor shall insure that all labor, materials, storage, equipment, and transportation costs shall be included in the work for complete execution of the project. The Architect shall not be responsible for the means, methods and/or techniques of construction unless the means and methods are specified herein, nor does Architect have any responsibility for safety procedures on the project site. All details, structural supports, seismic attachments and structural connections shall be installed to provide a clean, consistent and finished high qualitylook. 9 11. REVIEW OF DRAWINGS: The General Contractor and all Subcontractors shall review the full content of the plans for discrepancies and omissions prior to the start of work. Any discrepancies or omissions in the plans shall be communicated in writing to the Architect at once. Subcontractors shall be responsible for any work not in conformance with the plans or in conflict with any code. RFIs always receive expedited review and response. 12. USE OF DETAIL SHEETS: Use of the detail sheets take precedence over general small scale drawings and notes take precedence over scaled measurements. Details and sections on the drawings are shown at specific locations and are intended to show general requirements throughout. It is not the intent of these Construction Documents to illustrate every unique construction assembly or detail, the General Contractor and Subcontractor shall review their specific trade of work and include in their project pricingand schedulingFIRE all required work and time for proper assembly to achieve the design intent of the Construction Documents. 9 Details noted 'typical' imply all like conditions treated similarly unless noted otherwise. The architectural details shown are intended to further illustrate the visual design andthe recommended weather concept minimump protection for this project. Building code requirements, structural considerations, trade association manuals, publications and product manufacturer's written instructions shall also be considered in order to complete the construction of the project. Allpossible field P P J conditions which may be encountered are not necessarilydescribed herein. Field conditions encountered which require clarification or additional information shall be brought to the attention of the Architect in timely manner and submitted via a Request For Information (RFI) form which will be provided by the Architect upon request. RFIs always receive expedited review and response. 13. SHOP DRAWINGS: All shop drawings and submittals shall be forwarded to the Architect duringthe first week after project award, but P J no later than fourteen (14) working days prior to fabrication for review of compliance with the design concept. The following items shall be submitted prior to the commencement of related work: 1) HVAC units and components 2)Plumbingfixtures and components P 3) Electrical distribution equipment and components 4) Doors and door hardware 5)Millwork assemblies and package components P 9 P 6) Toilet accessories, partitions, and components 7)Fire alarm system components and local contacts Y P 8) Patio railings (as required bydrawings). 9qP.4 14. APPROVED DRAWINGS: The General Contractor shall be responsible for coordinating the work between the different Subcontractors to achieve the design intent, meet the construction requirements specified herein and to require q P all Subcontractors to use the most current buildinga. department approved plans. 15. RELATED DOCUMENTS: The General Contractor shall obtain a full listing (or copies) of all related documents not identified from the Owner, but necessary to properly execute the work. 16. EXISTING CONDITIONS The General Contractor is solely responsible to review the drawings and verify the project site existing conditions. Variations from indicated dimensions, sizes, utility locations or access must be brought to the Architect's attention immediately for resolution to avoid schedule delays. The General contractor is not authorized to make any adjustments to the drawings, dimensions or project layout without prior written authorization 17. CUTTING AND PATCHING: All Subcontractors shall do their own cutting, fitting, patching, etc. to make the several parts come together 9 and to be fitted to receive or be received bywork of other trades. 18. CLEAN UP: All trades shall, at all times, keep the premises free from accumulation of waste materials or rubbish caused by their work. Subcontractors shall remove all rubbish, tools, scaffolding, surplus materials and leave the job in a broom -clean condition. 19. TRADE MANUALS AND APPLICATIONS: The plans refer to various professional trade manuals and publications. The General Contractor and all Subcontractors shall be familiar with and refer to the trade publications relating to their work. 20. STORAGE OF MATERIALS: The General Contractor and Subcontractors shall be responsible for storing the materials on the site according to material supplier's or manufacture's instruction. The materials shall be kept secure and protected from moisture, pests, damage and . Any loss arising out of materials stored at the site is the responsibility of the General Contractor or Subcontractor who stored the damaged or lost materials. EXTINGUISHER NOTES 1. Portable fire extinguishers shall beprovided in 9 accordance with the Uniform Fire Code Standard 10-1. Portable fire extinguishers rated 2A-10BC shall be located with a 75 feet travel distance. See floor plans for additional information and specific locations. 2. Fire extinguishers shall be mounted on the wall such that the top of the extinguisher does not exceed 42" above finish floor. 3. All fire extinguisher shall bear a tag showing the State Fire Marshall's seal. The tagB. shall indicate the date, month, and year in which the fire extinguisher was serviced. 4. "K" rated portable fire extinguishers shall be provided for the kitchen area including the directly associated work areas or storage rooms. EXITING 1. All exit doors servingan occupant load of 50 or more P shall open in the direction of travel. The door shall swing into a full open position when a maximum force of 5 lbs. is exerted for an interior door and a maximum of 5 lbs. of force is required for an exterior door. 2. All egress doors shall be operable from the egress side 9 P 9 without the use of a key or special knowledge or effort (2012 IBC) and shall comply with 2012 IBC. Main entry/exit door: Locks and latches shall bepermitted toprevent o operation of doors where anyof the followingexists: A. In buildings with an Group A Occupancy having an occupant load of 300 or less, Group B, F, M, and S, and in places of religious worship, the main exterior door or doors are permitted to be equipped with key I locking devices from the egress side provided: 9�adjacentP The lockingdevice is readilydistinguishable as locked. b. A readily visible sign is posted on the egress side on or adjacent to the door stating "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED". The sign shall have 1" letters (25mm) high on a contrasting background. c. The use of the key -operated locking device is revocable by the building official for due cause. B. Where egress doors are used in pairs, approved automatic flush bolts shall be permitted to be used, provided that the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware. 3. All exits shall be illuminated by emergency lighting fixtures on their own circuit and shall be capable of P providing a minimum of 1 foot candle of light at the floor level. 4. All exit signs shall be internallyor externallyilluminated (2012 IBC). All exit doors exit doors when servingan ) -load of more than 50 shall be identified byan occupant" internally self -illuminated type "EXIT" sign with direct power supply and battery back-up in accordance with applicable codes acceptable to local authorities. Sign and directional indicators shall be readily discernable and located in a visually unobstructed location as required to clearly indicate the exit door and/or route. 5. Illuminated Exit Signs: A. Visual exit signs are required whenever two exits are required (2012 IBC) B. The means of egress, including the exit discharge, shall be illuminated at all times when the building space is occupied (2012 IBC) C. Exit sign faces shall be illuminated with an intensity of at least 5 foot candles (2012) D. Provide separate sources of power for exit illumination for means of egress elements in building / spaces to have two exits. (2012 IBC) DISABLED ACCESSIBILITY 1. Everyrequired doorwayshall be sized for a door not q less than 3'-0" wide by not less than 6'-8" high, capable of opening 90 degrees and mounted so that P P 9 g the clear width of the exit way is still a minimum of 32".co 2. All accessible public doors shall have the following strike -side clear space to walls p or other obstructions: A. When a door swings away (into the direction of travel) 12" clear space is required where both a closure and latch are provided. When a door swings towards the user (against 9 9 the direction of travel) 18" clear is required on interior doors and 24" is required on exterior doors. 3. Tactile exit signs are required at the following locations per 2012 IBC: A. Each grade level exit door shall be identified by a tactile exit sign with the word "EXIT". B. Each door that leads directlyto agrade level exterior exit by means of a stairway or a ramp shall be identified by a tactile exit sign with the following words as appropriate: a. "EXIT STAIR DOWN" b. "EXIT RAMP DOWN" c. "EXIT STAIR UP" d. "EXIT RAMP UP" C. Each exit access door from an interior room or area to a corridor or hallway that is required to have a visual exit sign shall be identified bya tactile sign with the words "EXIT ROUTE" D. Tactile (raised characters and Braille) exit signs shall be placed on the wall adjacent to the latch...„ side of the door at 60" above finish floor to the centerline of the sign. (2012 IBC) 4. Interior and exterior thresholds shall be a maximum of 1/2"above the floor. Exposed edges shall be 9 beveled on slope to maximum of 45 degrees with 1/4" change in level at any one point.' 5. The bottom 10" of all doors shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest. 6. Door hardware shall be lever or push pull type and mounted at 34" to 44" above finish floor. (2012 IBC) 7. Doors with automatic closing device shall be operable with the following maximum forces applied to the latch side: 5 lbs. for the5 lbs. for the exterior, and interior , 15 lbs. for self closing fire doors. 8. Provide a 44" minimum clear aisle width to required exits and access to the public way. 9. Locate all accessible manually operated switches and controls between 36" and 48" above finish floor, workingplatform, or surface.Locate all accessible manually operated switches and controls between 36",,,i,.. and 48"above finish floor, working platform, or surface. (Per 2012 IBC -Controls and switches shall not be located no more than 48" measured from the topof the outlet box to the finish floor or nor less than 15" measured from the bottom of the outlet box to the level of working platform or surface) 10. The operable parts, controls, and coin drops in restrooms fixtures shall be mounted 40" above finish floor. 11.Unless stated otherwise on drawings, locate electrical receptacles, cover plates, or communications connections a minimum of 15" above the finish floor surface.(Per 2012 IBC - Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall be located no more than 48 inches measured from the top of the receptacle outlet box or receptacle housing nor less than 15 inches measured from the bottom of the receptacle outlet box or receptacle housing to the level of the finish floor or working platform) FIRE DEPARTMENT NOTES: 1. When alteration requires modification of fire -protection system, plans shall be submitted"" separately for review. 2. All spaces are to comply with 2012 IFC for fire -sprinkler protection. 3. Each required commercial kitchen exhaust duct system, bySection 609 of the IFC 2012 Y have a Type 1 hood and shall be protected approved automatic fire extinguishing system accordance to this code. Sprinkler system deferred approval item. 4. All deocorative materials shall meet the requirements the local and State Fire Marshall Codes. 5. Pre -Final Inspection required to verifyemergency P q lighting and fire extinguisher placement. signs maybe required. 4 RECEIVED CITY OF TUKWILA MAR 17 PERMIT , 0 0 \tip a hood and shall with an install in shall be q 9 Y Additional exit 2016 CENTER D: w».»»»...4...»......». " r." �..� i � � -"""""",� »:W. ��������������° �'V3jj✓` ��..�....m ` .."..� 0, w �• �' ».. �-: . w 1 -"-";k..+ .N:.. •mm::..».w 3 ���������"����� �,....."�. - ».. w...»_......_ w....;.. r i ,.w... ��£» ,,,, d ....... » ° ......... ;, --.••-µ-,-�--�---•µ� in J»» 1..,._'.,., 3 m , " , _._. g ..._._... ._. - m 15 u - � . ........................ ....... ;Y .:::»».mJ ._ . V..m...- Men .� .»»..vnv , eee �" »""„ i _ s ,..,, Q 21 ...................................... a.• µ.. .....» :µ .... ..........:::.y...::..............».. " �_ ; ,,,,, »'. ". ' ::.._ .. t ' "" � �� I µ ".,_. 1 MN , - . t { $�...�..�._......»....»....�..»»»......,.»..»»»...»..."»..._..3 -"---.--"-.-""-"- -, ---"--" s..."....•..."y.•.•...._»�»» m.4 ...... ..__.._ } J .»_ < 3Ne incQ ,.Q,...�..� ; �_ 1 i 1 °�" ",` »So ` :3 fF 11 ..:...., I �� m _ " 0 %,,,, o✓ C7 �C "-I""""" » != T.,. " , �, !µ.w�.�.,,�,,,..,�o�.©�.� n o I -I �P- i i 2 "y JNH M BIN ?016 .__._ate.___._.__..._ .._...-.�...� RAL REQUIREMEI A100 Division 1 - General Requirements Division 3 - Concrete (Refer ToDwgsForAdditionalRequiements) Division 6 - Wood, Plastic & Composites Division 6 - Wd., Plast. & cont. Division 7 - Therm. & Moist. Protect cont. Division 8 - Openings cont. i{ A. Conditions 1. The General Conditions as published by the American Institute of Architects, Documents #A-201, the latest edition shall govern and bepart of these documents. B. Plans And Specifications P 1. Definition of construction lans and specifications: shall be herein defined as those planspand specifications as issued for construction bythe archiect and so 'designated as being1. issued for construction. Before construction can commence, construction plans and specifications as issued by the architect must be on the job site and a building permit must be issued. The plans and specifications, as reviewed and approved bythe buildingdepartment with the building PP P9• departments seal of approval affixed to the plans must also remain on the job site at all times. The contractor should not confuse the biddin documents with the rovedplans and 9 approved specifications as issued for construction. 2. Interpretation of the drawings and documents: each contractor shall check and verify all dimensions and conditions at the project site before executing any work and shall notify the owner and the architect of any discrepancies before proceeding. The Architect shall be notified of anyunusual or unforeseen conditions or situations which may afect the structural integrity, intent, or safety of the project. 3. Adherence to the tans: strict adherence to the construction P documents must be maintained. No changes shall be made in the project which deviate from the plans and specifications p„1 without the written consent of the owner. No structural Changes shall be made without the written consent of the architect. 4. Working Drawing: figured dimensions and detailed drawings 9 g g g shall be followed in preference to scale measurements. In case of any doubt on • the part of the contractor as to the exact meaning of the drawings and these specifications, he shall apply to the architect for an interpretation before preceding1 PP yy P with Tiis work. 5. Shop Drawings: see Responsibility Schedule C. Materials And Labor . Unless otherwise stipulated, the contractor shall provide and pay for all material,, labor,water, tools equipment, li ht and ..:any power,, transportation and other facilities necessary�or the execution ofthe work. 2. The contractor shall provide all shoringand bracingrequired to rotect ersonnel ad adjacent property and to insure safetyof p P J P P tY12. the project work. 3. Wherever in these drawings anymaterial ofprocess is1 gD. indicated,it is for the purpose of facilitating description of the material r process desired. The contractor may offer an y material or process which shall be deemed equivalent by the engineer and the owner to that material or process indicated or specified. P 4. Unless otherwise specified, all materials shall be new both workmanshipand materials shall be the best of their respective P kinds. The contractor shall if required furnish satisfactory evidence as to the kind and quality of'materials. 5. It shall be the duty of theeneral contractor to see that all subcontractors are fully informed in regard to the general conditions and preliminary specifications. D. Protection Of Work And Property 1. The contractor shall be responsible for all violations of city ordinances and state laws involved in the performance Ot his of work, v work. He shall provide during the progress o is o ,eery and all safeguards and protection against accidents, injury and g p g damage to persons and property including adjoining property. The contractor shall be responsible for his work and every part thereof, and for all materials, tools, appliances and property of every description used in connection therewith. 2. The contractor assumes all risks, hazards and conditions In connection with the performance of the contract, and even if the performance of the contract involves a greater expenditure of moneythan the contractor expected at the time of the bidding, no allwance will be made on account thereof and the contractor shall continue with and complete the work. E. Submittals 1. Subcontractors shall submit samples, in with thei P conjunctionD) Responsibility Schedule. F. Supervision P 1. The contractor shall give personal su ervision to thework, using his best skill and attention and shall keep a competent foreman and necessary assistants constantly on site. The foreman shall be the personal representative of the contractor and all P directionsgiven byhim shall be as bindingas ifgiven bythe contractor. Communication delivered tote foreman bythe architect shall be as bindingas if delivered to the contrctor. G. Changes In The Work 1. The owner, without invalidatingthe contract, may alter b Y Y addingto or deducting from the work covered in the contract. All such work shall be executed under the conditions of the opginal•contract •except that no extra work or charges shall be done without written order from the architect. Such orders shall; cover the agreed price and terms of extra work or changes. If work is to be omitted, then proper credit for such omitted work P p shall be given the owner. H. Cleaning Building And Premises 1. Prior to the completion to the work, the contractor shall P thoroughl • clean the exterior and interior of the building includingfixtures, •e ui inept floors and hardware,removing all q P.d plasterspots,stains,paint spots and accumulated dust an dirt. This shall include thorough cleaning of all roofs, window sills and ledges, horizontal projections, steps rails, sidewalks or other surfaces where debris may have collected. Wash and polish all glass. I. Guarantees 1. Except as otherwise specified, all work shall beguaranteed in P P writingby the contractor against defects resulting from defective materials, poor workmanshipor faultyequipment, for •A) a period of one year from the date of filing the notice of completion and the acceptance of the building by the owner. If within the guarantee enod correction of faulty materials or 9 , P workmanshipis necessaryin the opinion of the owner, the P contractor shall promptly, upon receipt of notice from the owner and without expense to the owner, correct faulty materials or workmanship. J. Verification Of Underground UtilityImprovements g P 1. The general contractor shall provide the owner with an as -built drawing locating and describing all underground utilities located -on the site, including but not limited to, the following: gas lines, water lines,sanitary sewers, telephone lines, and electrical lines and sie drainage. A. COMPLIANCE 1. The labor, materials and execution required for all work as indicated on the drawings shall be in accordance with those specific sections of the current edition of thea applicable buildingInternational p PP code. C. CONCRETE Cement shall conform to ASTM C 150, type 2 YP 2. Fine aggregate shall be composed of clean hard particles with not more than 2 percent by weight of deleterious substances. 3. Course aggregate shall conform to ASTM C 33. 4. Combined gradingof aggregates shall to the requirement of q U. B. C. 5. concrete shall have a minimum five (5) sacks of cement per cubic yard and a maximum of seven (7) gallons of water per sack and shall attain a minimum compressive strengh of 2500 psi at 28 days, unless otherwise indicated on the drawings. g 6. Concrete shall be mixed and delivered in accordance with ASTM C 94. 7. The concrete work shall be in accordance with the ACI and 318 and 347. 8• Form work: construct forms to slopes, lines and dimensions shown, plumb and straight and sufficiently tight to prevent leakage. Securelybrace and shore forms to prevent g displacement. 9• Slab base: place one layer 6 mil visqueen over 3 inches of sand. Sand to be clean yellow fill sand, total flinches deep. 10. Before placement of concrete, the contractor shall verify P fY proper placement of all items of all items of work which are embedded in the concrete work. (The footings shall have been inspected and approved byqualified soils engineer before P PP9PP concrete placement.) Footings shall be free of standing water. 11. Floor Slabs and Footings: sub rade shall be in moist g g condition at time of placingconcrete. Thickness shall be as indicated. Concrete mix for slabs shall be of a workable consistencyto meet structural requirements but shall not allow water o accumulate on the surfaces. Screed and thoroughly tamp concrete with a grid type tamper to raise a thin bed of mortar to surface with a wood float. Steel trowel to a smooth hard finish or finish as directed by architect Dry pack shall u one part portland cement and two parts sand with onlysufficient water to permit hand packing. P g' REINFORCING STEEL 1. Reinforcing steel shall be deformed bars conforming to ASTM g g A-615 grade 40. Welded wire mesh to be ASTM A-185. Reinforcing steel shall be lapped 30 diameters or 12", whichever is greater. 2. Reinforcingsteel shall have a minimum protective concrete P covering as noted below: Bottom of footing pads: 3 inches Wall steel below grade: 3 inches Wall steel below rade exterior rade: 1-1/2 inches g g Wall steel above grade interior face: 3/4 inches Formed slabs: 3/4 inches 3. All vertical bars in walls, columns and piers shall be doweled to footing with bars of the same size, spacing and/or locations as vertical bars. 4. Welding or reinforcing bars not permitted except as detailed and shall be done with series E-60 electrodes (llow hydrogen) with thoroughly drycoatings. g Y g 5. Reinforcing steel anchor bolts,dowels,inserts,etc.shall be securely tied in place before cncrete is poured. Coordinate location of dowels for masonry contractor prior to placing footings. These dowels must be accurately placed. 6. Anchor bolts shall be ASTM A-307 or equal quality. A. Compliance 1. All framingand carpentry shall be done in accordance with . P rY those specific sections of the applicable edition of the BuildingCode and details indicated in the drawing. B. Structural Lumber 1. Lumber to be graded by WCLIB standard grading rules 16 or WWPAgradingrules with moisture contennot over 19% or less %- than 7 o at time of installation. C. Rough Carpentry 1. Workmanshipshall be first class in all respects and meet the requirements of a standard good practice normal to the trade. 2. Cooperate with all trades and perform all necessary cutting and patching of carpentry work as required for proper attaching and/or pass of the work of other trades. Such work shall conform to requirements indicated on the drawings and/or specified herein. p 3. Pipes in Walls. stud partitions containing, plumbing, heating or other pipes shall be so framed and the joists underneath so spaced as to give proper clearance for the piping. Where a runs parallel to the floor joists, partition containing such pipingi the joists underneath suchpartitions shall be doubled and spaced to permit the passage of such pipes and shall be bridged. Where plumbing, heating or other pipes are placed in or partly in a partition necessitatingthe cuttingof the soles or plates a metal tie not less than 1/8" thick and1 1/2" wide shall be fastened to the plate across and to each side of the opening with not less than four 16d nails. 4. Apply as required caulkingto all exterior frame and sill joints or any Joints of dissimilar maerials whichhave the potential to leak. Caulk to be elastic, non staining applied per manufacturer's J PP P recommendation. 5. Place buildin paper behind all weather exposed surfaces(sills, P siding, trim, etc.. Buildingpaper shall be free from holes and breaks, applied weather board fashion, lapped not less than 2" at horizontal joints and not less than 6" at vertical joints. J J D. Finish Carpentry carpentryBoard) 1. All millwork and finish shall be manufactured in accordance with the best standards of the trade and include but not be limited to the following: A) Exterior door jambs, stops and trim. B)Exterior window trim C) Exterior building trim D Handrails ) E) Interior Jambs, stops, trim, base, etc. F) Closet shelving G} Pocket door frame and track 2. Jambs, stops, base, etc.:select finger joint pine or fir, kiln dried 3. Closet shelves, linen shelves: premium grade, pine or fir shelving, cleats, nosing, etc., for opaque finish. 4. Nailing: use only hot dip galvanized or aluminum finish or casing nails. Set nails forp utty stopping in surfaced members. Hammer marks not acceptable on any exposed surface and may be cause for rejection of work by the architect/owner. 5. Splices: Mitre all splices and mitre all ends and returns. Install members in as long of lengths as possible. 6. Quality: Install work as shown. Plumb level, aligned, and securely anchored. make scribes where required. Miter corners of trim unless noted otherwise. Ease all outside corners and edges. g1 7. Miscellaneous A) Flashing paper: 2 oz. copper armored Sisalkraft. B) Wood siding backing: 15# asphalt saturated felt. C) Glue: waterproof for all exterior use. Caulking: A.C. Horn, Vulcatex, polymerized oil base, non staining caulking compound or approved equal. �� E Closet ull and supports: 1 1/2 diameter fir. Accessories P. PP as required. F) Pocket door frame and track: standard for 2x4 stud wall. E. Casework 1. Standards: A) All casework and cabinet work shall be manufactured in,,,"R accordance with standards of the Woodwork Institiute of California (WIC) custom grade. B An plastic laminate finishing required in the work shall } conform to applicable re uirements of the Architectural Woodwork Institute "quality standards for custom rade. q g C)Materials shall be new and all lumber or wood shall be in accordance with WIC finished wood and cabinet materials 12% shall have moisture content not exceeding by weight. 2. Job Measurements: take such field measurements as may be required and be responsible for them. Report any major discrepancies between drawings and field dimensions to architect. 3. Exposed Materials: P A) Exposed solid lumber shall be dry and sound, selected to eliminate all defects, species of softwood premiumgrade P will be admitted. B) Exposed doors and drawer fronts to be cut from 3/4 „ mUltlflber (high density particle board) 4. Semi -exposed Materials: Semi -exposed solid lumber or lumber visible when cabinet is open, shall be dry and sound, selected to eliminate defects. Any species of softwood premium grade will be admitted. B) Semi -exposed shelves or other areas visible when cabinet is open shall be board or "A" grade plywood, suitable to receive paint finish. 5. Concealed Materials: A) Concealed solid lumber shall be any species containing no defects which materially affect strength or utility of the piece. B)Concealed plywood shall be anyspecies containingno P yw P defects which materially affect the strength or utility of the piece. Front surfaces of back panels ot-base cabinets 37" or less in height shall be solid. 6. Countertop: A)Install flush to surfaces with sealant joint,support adjacentPP securely or as noted - back -prime all exposed surfaces not otherwse finished 7. Installation: A) Install units level and plumb with tight joints between any multiple units. Scribe to wall and other surfaces as required. Fasten to studs or solid blockingwith #14 wood q screws of sufficient length to penetrate member at least 1 inch. B) Make all shelving permanently straight, true and free form wrapend waves. Fit all drawers snuc and without bindin Warped or out -of -alignment cabinet Coors are not acce Table. Maintain a uniform clearance between P1 cabinet drawers and cabinet frame not to exceed 1/16 inch.( 8. Touch -Up and Cleaning: A) On completion of work,touch-up all abraded areas on exposed finish work and wherever required to complete the work for architect's approval. In addition, dust and wipe clean all finished surfaces. use no harmful solutions 2. 2. Inspection: inspect the roof Sieathing, flashing, cants, curbs, etc. before roofingapplication is begun. The contractor is PP g res onsible for reined in or causing to be remedied an P remedying g y defects found at this time. Commencement of work constitutes acceptance of existing conditions. 3. Roof Materials and Specifications: refer toplans fortypical roofing systems. P g y""" 4. Guarantee: the contractor will provide to the owner a written P oneyearguarantee assuringa watertight roof. 9 Group #1 .(Single -Use Toilet door with privacy lock) • � , I �•� •"•�,"•� ._..I.__„ 3 ea. Hinges 4.5x4.5 BB1191-32D (630) Hagar y P-4040XP-AL 1 ea. Closer P LCN (mount on toilet room side) 1 ea. Lockset-Privacy T301 -DAN -626 Falcon y 1 ea. Floor stop holder FS446 & FS450 Ives (Set lag shield in epoxy adhesive) ......... 2 ea. Kick Plate K0050 12x34 -SS (630) Trimco (mount kick plate on BOTH sides of door) 1 set Frame silencers #1229A -grey (3) Trimco i Group #1A (Multi -Use Toilet door- no lock) 3 ea. Hinges 4.5x4.5 BB1191-32D (630) Hagar j 1 ea. Closer P-4040XP-AL LCN (mount on toilet room side) 1 4."." ",,,-, I ` """ .w w c., `` a Q " ""` v ; �, _ - ,.. -, o G7 "''" ° �' 1. ; „ cc,_,.......,...., o , - "" "� " " 3�.",_, "" f •••••••• , I I -..__...".....r._.__ 3 , ,,~�_ ....,._ .. ea. Push plate 1001-9 SS (outside) Trimco ") �._. 1 ea. Pull handle 1191-4 SS 12 Trimco~; 1 ea. Pull plate 1001-11 SS (inside) Trimco 1 ea. Floor stop holder FS446 & FS450 Ives .",_,,,,,y (Set lag shield in epoxy adhesive) 2 ea. Kick Plate K0050 12x34 -SS (630) Trimco .......1. (mount kick plate on BOTH sides of door) 1 set Frame silencers #12290 -grey (3) Trimco u w �....................J '�'I " v• �mme - £ N , � y.._.._.._3 I i Group #2 (kitchen specialty doors) 1 set SCP -3 hardware by door mfr Eliason 1 pr. 9"x14° View window at 60" AFF Eliason "" " 7"q. 1 "•, 14"x16" ea. View window at 60"AFF Eliason REFER TO SHEET A200 FOR TYPE SPECIFIED € fill 1. m• ' ... ll. i __._._...._..._,, i Group #3 (office door)1�,'. �,. ,�� cc Q 3 ea. Hinges 4.5x4.5 BB1199-NRP-SH-32D (630) Hagar fir.,,,,~. ". �. - m ~~"„ ....... „" Division 7 -Thermal & Moisture Protection Division 8 -Openings 1 ea. Closer P-4040XP-AL LCN 1 ea. Lockset-Storeroom RHO-ND80JDx626 FSIC Schla e ( ) g 3 -c H. -�" ` L._.."_..I , " ea. 6 -pin FSIC 23-031x626 Schlage 1 ea. Lock ward - LG-12xUS32D Ives g ..-........ "3 A. Membrane Waterproofing 1. Qualityassurance: waterproofing system comply with P g Y P Y volatile organic compound VOC requirements of (ARB (VOC) (International Air Resources 2. Products WaterproofingMembrane : membrane waterproofing shallg A) P g� be bithuthene system 4000, by W.R. Grace & Co. and shall include mastic joint treatment and other accessories J as recomended b manufacturer. Y B} Vapor Barrier: two sheets of kraft paper laminated with P P P asphalt embedded with tri-directionalglass reinforcingeach fibers extrusion -coated with polyethylene; lene• accessories as � P y y � recommended by manufacturer. C) Below grade retaining wall waterproofing: "Swellite" membrane composite system with volclay bentonite sand butyl rubber layers as manufactured b American Colloid Y Y Y Company. D) Backfill protection/drainage: "Hydraway 300" combination drainage/protective board as manufactured by Monsanto or approved equal. 3. Installation: Inspect surfacesprior to installation to verifythat they meet manufacturer's recommended criteria and install following manufacturer's directions. B. Sheet Metal 1. Compliance: A Architectural Sheet Metal Manual published b the Sheet P Y Metal And Air Contractors National Conditioning(mount Association, Inc, hereinafter referred to as the "Sheet Metal �� Manual". (SMACNA) B) International Building Code, latest edition 2. Sheet Metal: galvanized iron, hot dipped in accordance with ASTM A-163-39 standards, 26 gauge unless shown or - specified otherwise. To the best rade produced. P g P 3. Solder Metal: ASTM, 832, standard brand, grade A of equal parts tin and lead. 4. Fasteners: nails, bolts, rivets, etc. to be the same material as that being fastened. 5. General: form all sheet metal items accurately to dimensions and shapes detailed or as shown in the sheet metal manual. p cope to an accurate fir and securelysolder intersecting P „ members. turn back exposed edges 1/2 or as Siown. Provide for expansion and finish water and weather tight throughout. 6. Caulking: completely seal with caulking all sheet metal joints exposed to the weather,unless such joints are to be soldered tight and continuous. 7. Down spouts and leader heads shall be min. 20 GA. G.I. installed where shown and detailed on the drawings. C. Roofing 1. Compliance: A)All roofingand flashingmaterials shall be installed in strict conformance with the manufacturer's specifications and in accordance with specific sections of the latest edition of the applicable building code. A. Compliance 1. All labor, materials and execution required for the glass and glazing work as indicated on the drawings shall be in accordance with those specific sections of the latest edition of(mount P the applicable building code. 2. "GlazingGlazing practices shall conform to appropriate provisions of theManual"of the Flat Glass Jobbers Association. 1. At entrydoors scheduled to have glazing,provide 1/4 inch clear tempered glass, secured and sealed per door manufacturer's guidelines. 3. Provide hardware preparations and reinforcements for item indicated as directed by the ANSI/SDI 250.8-2014 standard specification. B. Products 1. Exterior Entry Doors Provide OLDCASTLE medium stile aluminum doors (MS -375) with Douglas Fir Natura Finish Contact: Drew Scott - Oldcastle Building Envelope (OBE) 803 Airport Road, Terrell, TX 75160 (972) 551-6100 2. Exterior Service Door G.C. to provide Hardware. Landlord to provide 1-3/4" P P fully galvanized, insulated, Level 2, Model 1, hollow metal door with 16 gauge edge channels &rails and 18 9 9 9reinforcing gauge face sheets 3. Interior Doors Provide 1-3/4" 5 -ply solid core (mineral or block) doors with sanded stain -grade Natural Birch faces -prime top,bottom, 9 hinge mortises and lockset cut-outs before installation 4. Door Frames Provide Level 2,Full Profile Welded Frames with a material thickness of 0.053 inches (1.3 mm) [Manufacturers Standard Gauge 16]and hardware reinforcingas directed g b ANSI/SDI A250.8-2014 Table 4. Y' Install Hold -Open (H) closers to restrain the door at the widest swing possible - avoid conflicts with frame or other items. Interchangeable Cores IC -Provide Two 2 complete spare 9 ( ) O P Pm sets of interchangeable cores (with four (4) keys each) for hardwares specified to receive IC. Label each core for hardware P groupand locktype for which it is a spare. Provide two(2)IC P control keys -package spare interchangeable cores and keys, control keys, and core interchange instructions in clearly labeled durable container and deliver to Owner's representative. Contact Habit LLC Operations Division for keying/master ke in P keying instructions. R7CF-TP D �� w 3 CITY Or bUK a I'k-A MAR 17 2016 ^� p� C��TER PERNrla 1 ea. 595xUS26D (alternate) Peek -0 Home Protector i _ I U (mount viewer at 60 inches AFF) i 1 ea. Floor stop #1211-626 Trimco �� , � Q • �•az i". _ 1 ea. Floor stop riser #1211CL-AL (1/2") Trimco s 2 ea. Kick Plate K0050 12x34 -SS 630Trimco ()""""""""�"""`"""""""""""`~"~"""" kick plate on BOTH sides of door) 1 set Frame silencers #1229A -grey (3) Trimco......_t........._...r Ik ....................._...,............_,..............£..... Group #4 (rear service door) 1 ea. Cont. Hinge 780-226HD 83" AL Rotors "• m�•j••~•m~• (use 780-45HD AL for existingconditions), 3 "' : ,M...��...•"• _.."_.._" ~ "�~ "••-w,,,,."„"~„I,~,�"","�.~""�,", £ ' I .............. I 1 ;._........_........._..° 1 ...."i_ , , I i 9 x I . ea. Panic/Exit device 3790-EO-US26D First Choice (NO dogging function accepted) I 1 ea. Interchangeable Core Cylinder -Rim Schlage 4 1 ea. 6 -pin FSIC 23-031x626 Schlage .. I f I .. 1 ea. Cylinder Pull 121E-US32D Hagar 1 ea. Closer(H) P-4040XP-3049EDA-AL LCN •�•- 1 ea. Astragal FH-27xMILxS Hagar 1 ea. Dnp cap (full width)16A NGP 1 ea. 595xUS26D (alternate) Peek -O Home Protector 1 ea. Armor Plate K0125.SPEC 36Hx34W Trimco 1 ea. Kick Plate K0050 12x34 -SS (630) Trimco (mount on exterior side of door) I set Frame silencers #12290 -grey (3) Trimco a 1 ea. weather strip 172N-DkB NGP � 1 ea. Door Bottom 319EV NGP 1 ea. Threshold 413 -SIA NGP (327 -SIA at floor transition as req'd.) NGP ""•~~ , I � ° -..P.,_ �"""" ll _ � ��-� .. � �� �, " • I i Group #5 &Grou ., .,,.,., p p #6 hardware items will be supplied with the entry doors See the Products part of this section for further information. i G.C. is responsible for thresholds, door glazing and installation ..- i Group #5 (entrydoor single)I,"'~"""`•-am•""•µ•;...,""~"" ea. Threshold 327 -SIA NGP (field verifyADA compliance and applicability) Threshold provided and installed by G.C. I 1 ea. Cont. Hinge - DFM$3SLIHDI-CL Pemko ? �" (match existing storefront finish) .~~. , -.4""'" 4................................_.........."W".".,.L.._...._ w < w"~w .•, - I I -"" f i I } .._........ r 1 ea. Closer(H) P-4040XP-3049EDA-AL LCN � 1 ea. Panic/Exit device 3690-EO-US26D First Choice ~ (NO EXTERIOR CYLINDER) 1 ea. Door pull 215L-630 Rockwood s 1 set Astragal seal OBE 2 ea. Kick Plate K005012x34 AL Trimco ---;....ii kick plate on BOTH sides of door), -! """"`"` """""`"````" � " I 1 'I�" 1. , • , Division 1 - Metals A. Miscellaneous Metal 1. Supply and install all miscellaneous metalwork as shown on the drawings and as specified herein, includingall anchorage 9 p g devices, etc. 2. Submit shop drawings of all work herein showing layouts, sizes, methods of construction and installation, including sizes and types of all fastening devices. YP g 3. Verify all dimensions by taking field measurements: proper fit and attachment of all items is required. 4. Clean all welds and removes atter, leaving finished product P g P clean, smooth and read for Amin Y priming. 5. Prime all surfaces thoroughly or provide hot dipped galvanized coatingper ASTM Al3. 1 Door Bottom V-231 ea. OBE " >-- Q l„„"µ"µ I ".. ' I Group #6 (entry door pair) : , 1 ea. Threshold 327 -SIA NGP ...._........ (field verify ADA compliance and applicability) Threshold provided and installed by G.C. ft -� £ .................;............[. .< D.. J Cf " ICS l """, tom., '""f La ,�.. ~~�~~~ •" °c$ )~ ~ ~"~�( 1 ea. Cont. Hinge - DFM$3SLIH Pemko fi I ' w w finishI-CL) 2 ea. Closer(H) P-4040XP-3049EDA-AL LCN ` .¢ " ~~ { 1 ea. Panic/Exit device 3692-US26D First Choice ....._� 1 ea. Panic/Exit device 3690-EO-US26D First Choice (NO EXTERIOR CYLINDER)µ 1 ea. Cylinder -rim for locking Schlage .........� �.-- � O =1 ac "" �•� ""••~," .;...-.....�_a._". 3 i..._I_.._....-.. N 1 ea. 6 -pin FSIC 23-031x626 for locking cylinder Schlage g y' g � ��,"� 2 ea. Door pull 215L-630 Rockwood �. I"- U y~1---- I Ir� 1 set Astragal seal OBE w1 4 ea. Kick Plate K0050 12x34 AL Trimco, (mount kick plate on BOTH sides of door) # � .N 2 ea. Door Bottom V-231 OBE ,y 1 C I I Group #5 & #6 Door signage: � � Z i Provide permanently affixed signage at each public -use exterior door oI I use 1 inch letters to contrast with �' highbackground, which reads: _1 THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED �I , R 'Vi° -10 �� �- )D j • �" it A i l , i a' `/`-1 , p MC,e,iit�t. - � ������� ?POW: 2 5 l i ' �fP AlliC'- � ' 2016 I > w, o I } l i- : p ) Grou #7 (rear emergencyexit door 1 ea. cont. Hinge 780-226HD 83" AL Rotors gI (use 780-45HD AL for existing conditions) 1 ea. Panic/Exit device CDA3790-36-CL First Choice (NO dogging function accepted) Q 1 ea. Closer(H) P-4040XP-3049EDA-AL LCN 1 ea. Astragal FH-27xMILxS Hagar 1 ea. Drip cap (full width) 16A NGP i �i 1 ea. Kick Plate - K0050 12x34 Trimco cI........1 1 set Frame silencers #1229A -grey (3) Trimco i 1 ea. Weather strip 172N-DkB NGP 1, 1 UII ' u-,£. I .................1.",.,.,.,...,..,.........�..,~~. o Ci P.- FY f l l'�Ii n. T` (- i l li u ID - ,a, lal �/J I " - ' l I ,,,...,.~"".. l (O T l IW W Z Cl) Z ,r� V H ,Q U ,o Z 1 ea. Door Bottom 319EV NGP I - -' 5 N LL o 1 ea. Threshold 327 -SIA NGP z I ea. Emergency Exit Sign -alarm First Choice t W 1 w z 3 c, W Y W O .- W Q- o (.-) N CJ) 11) 110 .0 DbI Division 9 - Finishes Division 9 - Finishes contd Division 10 - Specialties Division 10 - Specialties contd Division 22 - Plumbing SEE SHEET P100 A. Lath And Plaster - NOT USED B. Gypsum Wallboard 1. Compliance: A) All work performed under this section must conform to applicable portions of the governing local codes. B All work shall begoverned bythe standards ecifications for p the application of gypsum wallboard backing, includingfor finishing, (ANSI A 97.1) of the American National Standards Institute. 2. Inspection: inspect all surfaces and supports which wallboard p p pP is to be applied. Remedy or cause to be remedied all conditions which may jeopardize satisfactory wall finish before installation of drywall. Commencement of work under this section constitutes acceptance of conditions andplaces p responsibility for satisfactory finish work on this contractor. 3. Wallboard and Materials: A) ASTM C-36 and ASTM C-442 manufactured by U.S. Gypsum or approved equal. 1)Non-firerated wallboard to be the thickness indicated on the drawings wide type SW sheet rock in lengths as required with tapered long edges. 2) Fire -rated wallboard: sheet rock firecode to be 5/8"typetypeaccessoryY X x 48" side by lengths as required type SW with tapered edges. Ivory manila paper finish, suitable for paint, wallpaper, etc. B)Screws/nails: ass specified on theplans, in these p specifications or as required by local codes C) Joint reinforcing tape: pert -a -tape, cross fibered paper with many small random perforations, D) Joint compound:perf-a-tape, all purpose ready mixed compound. E)Cover coat: USG cover coat compound pAsphalt F) Metal accessories G) Corner beads: no. 101 dur-a-bead (all metal) 1" x 1" flanges. H) Metal trims: 200 series, 200-A "U"shaped channel 4. Joint Treatment and Finish: A) Mix or prepare joint compound according to manufacturer's recommendations. B) Provide Level 4 finish, per Gypsum Association publication GA -214-10, on all surfaces exposed to view. C) Provide Level 2 ffinish for concealed areas and areas scheduled to receive additional materials for finish surface. C. Ceramic Tile 1. Compliance: unless otherwise indicated on the project drawings or supplemented or modified herein, all material and the installation and workmanshipfor ceramic tile shall comply with applicable requirements of the American National Standards Institute (ANSI) and the Tile Council of America Handbook for Ceramic Tile Installation, 2. Submittals: submit one sample panel, at least 12" x 12", of the color, size, and grout color specified for approval by owner. 3. Environmental conditions: maintain temperature at 50 degrees F. minimum duringtile work and for 7 days after completion. Y p Vent temporary heaters to outside to avoid carbon dioxide damage to new tilework. 4. Extra Stock: supply 2% of each tile used in clean marked cartons for owner's use. 5. Mortars and Grouts: A) All mortar mixtures and materials used shall be in accordance with current editions of ANSI A108, 1: A108.2 and A108.3-1967. B) Standard specifications for ceramic tile installed with portland cement mortars as published by Tile Council of America. Cement shall be either white, gray or colored as required and directed by architect. 6. Performance: A) Conventional mortar method: set, grout, and clean tile in accordance with (ANSI) A108.1-1967 for glazed tile. All horizontal and vertical joints continuous. B) Set bath accessories as provided by others. F. Painting 1. Extent of work: A) Specifications cover the complete painting, staining and finishing of all wood, drywall, unfinished metal and other surfaces throughout the building, except as otherwise specified. B) The painting contractor shall supply all labor, materials and equipment necessary.They shall examine the specifications for the work of the other trades and shall familiarize themselves with provisions regarding their painting. They shall understand that all surfaces left unfinished by the requirements of other sections, shall be finished as part of the contract. 2. Workmanship: all work shall be done by experienced, skilled craftsman. Surface correction and preparation shall be in accordance with the standards set by Painting and Decorating Contractors of America. 3. Colors: all colors shall be selected and approved by the architect or owner. 4. Acceptable Manufacturer's: A) Except otherwise specified, materials shall be the products of the followingmanufacturer's: 1.) Paint: ICI, Benjamin Moore or equal 2.) Stain: Olympic or equal 3.) Oils, thinners, dryers and tinting colors: shall be of the highest quality and shall be approved by the manufacturer of the paints and stains being used. B) Materials selected for coating systems for eachtype surface shall be the product of a single manufacturer. G. Glass 1. Verify with architectural floor plan and exterior elevations if new storefront and glazing will be installed on project. Fixed glass in Old Castle's "seamless look" exterior metal envelope will be p used if new storefront is required for job. In warm climate locations (CA,FL,NV etc..)the fixedglass shall be 1/4" clear ( tempered glass where area is not more than 27 sq. ft. asrequired shown on the drawings, and 3/16" clear of glass wherever glass is within 18" of a floor or more than 27 sq ft. In cold climate locations (UT, NJ, VA, WA, etc..) the fixed glass shall be 1" insulated tempered glass in lieu of thinner single pane glass. In no case shall glass exceed the sheet size limits set forth in local governingcode. Glass to meet or exceeded required q thickness and type (insulated, tempered, laminate impact, etc.) set forth in all local governing codes. 2. All glass within 18"of floor lines and not less than 18"in any dimension shall be tempered or laminated. 3. Allglass within a 24 inch arc of either vertical edge of anydoor g shall be tempered, if the bottom of the glazing is less than 60 inches above the walking surface. 4. Mirrors to be PPG or ME, 1/4" polished plate glass with backs silvered two coats, heavily electroplated with copper, prime coated with mirror backing paint. Install mirrors with metal runners at topand bottom. 5. All windows and sliding glass doors shall be certified and labeled to meet ANSI infiltration standards. H. Finish Hardware 1. Door hardware shall be provided for all mandoors as normally required. All mandoor hardware to be selected by the owner. 2. Submit hardware schedule to owner for approval. 3. Installation of Hardware: install hardware accurately fitted to doors and frames adjusted to operate smoothly and without sticking and binding. After fitting, remove all hardware, except for paintingand reinstall and adjust after prime coat butts, 1 painting is complete and accepted. Bath And Toilet Accessories 1. RELATED DOCUMENTS A) Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B) Specifications throughout all Divisions of the Project Manual are directly applicable to this Section, and this Section is directly applicable to them. 2. REFERENCE STANDARDS - items in this division shall meet the requirements of specific sections of the current edition of the 2013 California BuildingCode. A) The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B) All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. C) All materials,installation and workmanship shall comply with all applicable requirements and standards. 3. QUALITY ASSURANCE A) Inserts and Anchorages: Furnish accessory manufacturers' standard inserts and anchoring devices that must be set in concrete or built into masonry.Coordinate deliverywith other Work to avoid delay. Bm)anufactuger forle eachurce Responsibility: of rovide unit andaor unitsucts osame exposed to view in same areas, unless otherwise acceptable to Architect. 4. SUBMITTALS A) Product Data: 1. Submit a complete listing of all manufacturers, products, model numbers, and designs proposed for use in the Work of this Section. B) Record Documents: 1. Maintain two copies of all shop drawings, product data, and samples, manufacturer's specifications, recommendations, installation instructions, and maintenance data at the Project Site. At Project Closeout, turn over both copies to the Architect who will transmit one copyto the Owner. 5. PROJECT CONDITIONS A) Coordination: Coordinate accessory locations, installation, and sequencing with other Work to avoid interference with and ensure proper installation, operation, adjustment, cleaning, and servicing of toilet accessory items. 6. Products - General A) All materials shall meet or exceed all applicable referenced standards, federal, state and local requirements, and conform to codes and ordinances of authorities having jurisdiction. 7. Manufacturers A) Product numbers scheduled below are products of the Bobrick Washroom Equipment, Inc. unless noted otherwise. 8. Toilet Accessory Schedule The Item numbers listed correspond to the Toilet Accessory Schedule located on sheet A250, not all of the listed items will be used for each project location - Refer to sheet A250 for the required items - unless otherwise noted every item shall be supplied and installed by the Contractor 1. Mirror - polished 1/4" plate glass with Stainless Steel polished finish frame. Bobrick B-165 18 x 36 2. Satin Stainless Steel Purse hook Bobrick B-6707 3. Hand Soap Dispenser - Owner furnished, Contractor installed 4. Paper Towel Dispenser - Owner furnished, Contractor installed 5. Satin Stainless Steel Semi -Recessed trash receptacle Bobrick B-43644 6. Satin Stainless Steel 36 inch long Grab Bar Bobrick B-5806 Series (1 1/4" diameter) 7. Satin Stainless Steel 42 inch long Grab Bar Bobrick B-5806 Series (1 1/4" diameter) 7A. Satin Stainless Steel 18 inch Vertical Grab Bar Bobrick B-5806 Series (1 1/4" diameter) 8. Satin Stainless Steel Recessed Toilet Tissue/Seat Cover Dispenser and Feminine Napkin Disposal Bobrick models as required per plan location (see A250) B-3574 at Women's - Right -side mount. B-35745 at Women's - Left -side mount. B-3474 at Men's - Right -side mount B-34745 at Men's - Left -side mount 8A. Satin Stainless Steel Recessed Toilet Tissue Dispenser Bobrick B-3888 8B. Satin SS Recessed TP Dispenser/Feminine Napkin Disposal Bobrick B-3094 8C. Satin Stainless Steel Recessed Seat Cover Dispenser Bobrick B-3013 9. Baby Changing Station Koala Kare KB -200-05 Horizontal wall -mounted 10. Satin Stainless Steel Coat Hook (door or partition mounted) Bobrick B-6827 11. Satin Stainless Steel Toilet Partitions Hadrian Stainless Steel Metal Toilet Partitions: Head rail braced standard stainless steel w/ type 304, #4 brushed finish 9. MATERIALS, GENERAL A) Stainless Steel: AISI Type 302/304, with polished No. 4 Division 23 - HVAC SEE SHEET M100 • finish, 0.034 inch (22 gauge) minimum thickness. B) Brass: Leaded and unleaded, flat products, ASTM B 19; Division 26 - Electrical SEE SHEET E100 rods, shapes, forgings, and flat products with finished edges, ASTM B 16; Castings, ASTM B 30. Division 31 -Earthwork C) Sheet Steel: Cold rolled, commercial quality ASTM A 366, 0.04 inch (20 gauge) minimum. Surface preparation and metal pretreatment as required for applied finish. D) Galvanized Steel Sheet: ASTM A 527,G60. E) Chromium Plating: Nickel and chromium electro deposited on base metal,ASTM B 456, Type SC 2. F)Baked EnameFinish: Factoryapplied, gloss white, baked pP acrylic enamel coating. G) Stainless Steel Mirror Surfaces: Not less than 0.04 inch (20 gauge) AISI Type stainless steel sheet, stretcher leveled with No. 8 polished mirror finish. Bond to 1/4 inch minimum hardboard backing. H) Galvanized Steel Mounting Devices: ASTM A 153,hot dip galvanized after fabrication. I) Fasteners: Screws, bolts, and other devices of same unit, or galvanized steel where material as accessoryof concealed. A)No names or labels arepermitted on exposed faces of p toilet and bath accessory units. On either interior surface not exposed to view or on de tfica ion of each accessory item ace, ei her bprovideprinted,Trenching:undergroundpiping, waterproof label or a stamped nameplate indicating manufacturer's name and product model number. B) Surface Mounted Toilet Accessories, General: Except where otherwise indicated,fabricate units with tight seams and joints, exposed edges rolled. Hang doors or A. Clearing Of The Site 1. Complete site clearing work as shown on drawings. Execute all work in an orderly and careful manner with due consideration any and pll surrounding areas, planting or structures which are to remain. Periodically water as required to allaydust and dirt. Protect any adjacent property and improvemets from damage and replace any portions damaged through this operation. B. Earthwork 1. All grading and earthwork shall be executed in accordance with the ordinances and regulations of the governing agencies. 2. Rough grading/finish grading: perform all rough/finish grading as indicated or reasonably informed fo permitinstallation of work of others as shown on the drawings.At completion of the ork, entire site shall be left clean in a clean and finished conditionw conforming to plans and specifications. 3. Excavation: excavate to depths noted on drawings, as required for proper completion of all footings and other subgrade level work and cut to sufficient size to provide ample room for construction of forms, shoringand bulk heading as required. � q Shore and brace excavations where necessary -to prevent cave-ins, and in accordance with all safety laws and codes. 4. trenching for electrical conduits, etc., shallhe done by the trade installing pipes, conduits, etc. back filingof trenches shall conform to the requirements for compcted fill. 5. Unusual conditions: in the event that any unusual conditions, not covered by specifications of soil report are encountered during grading operations, the soils engineer shall be immediately consulted for directions. access panels with continuous stainless steel piano hinge. Provide concealed anchorage wherever possible. C) Recessed Toilet Accessories, General: Except where otherwise indicated, fabricate units of all welded construction, without mitered corners. Hang doors or access panels with full length, stainless steel piano hinge. Provide anchorage that is fullyconcealed when unit is g closed. D) Framed Mirror Units, General: Fabricate frames for glass mirror units to accommodate wood, felt, plastic, or other glass edge protection material. Provide mirror backing and support system that will permit rigid, tamperproof glass installation and prevent moisture accumulation, as follows:p 1. Provide galvanized steel backing sheet, not less than 0.034 inch (22 gauge) and full mirror size, with non absorptive filler material. Corrugated cardboard is not an acceptable filler material. E)Mirror Unit Hangers: Provide system for mountingmirror 9 y units that will permit rigid, tamperproof, and theft proof installation, as follows: 1. One piece galvanized steel, wall hanger device with spring action locking mechanism to hold mirror unit in position with no exposed screws or bolts. 2. Heavy duty wall brackets of galvanized steel, equipped with concealed locking devices requiring a special tool to remove. F) Keys: Provide universal keys for access to toilet accessory units requiring internal access for servicing, re -supply, etc. Provide minimum of six keys to Division 32 -Exterior Improvements Paving 1. Standards: State of Arizona Division of Highways, standard specifications, current edition 2. Protection: protect and remedy any, damage to concrete sidewalks, curbs, fences and other improvements adjacent to the operation. 3. Base: a Install untreated rock base under all paved areas to a four ) inch 4") depth as shown, class ii or arequired by the soils report. b) Compact in accordance with the requirements for filling as s eci ied in section 2.b earthwork. 4. Weed Control: over completed base course apply weed control, U.S. Borax, monobar 5. Paving:apply State of Arizona type bplant mix, , pp y, yp 40-50 penetration with mechanical spread to line and grade as shown. Roll to dense smooth surface. No pockets low spots or roller marks will be allowed water test and repair any area which does not drain property. Paving thickness to be not less than two inches. 6. Fog Seal: apply fog seal coat in compliance with State of Arizona Highway specifications. 7. Guarantee: A.C. paving work to be guaranteed for one year against weed growth, settling and other defects of materials workmanship. Contractor will repair any such defects within that period at no expense to the owner. Owner's representative. 10. INSTALLATION A) Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. B) All installation shall be in accordance with manufacturer's published recommendations. C) Install toilet accessory units according to manufacturers' instructions, using fasteners appropriate to substrate as recommended by unit manufacturer. Install units plumb and level, firmly anchored in locations and at heights indicated. D) Secure mirrors to walls in concealed, tamperproof manner with special hangers, toggle bolts, or screws. Set units plumb, level, and square at locations indicated, according to manufacturer's instructions for type of substrate involved. E) Install grab bars to withstand a downward load of at least 2501bs, complying with ASTM F 446. 1. 11. ADJUSTING AND CLEANING A) Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. Replace damaged or defective items. B) Clean and polish all exposed surfaces strictly according to manufacturer's recommendations after removing temporary labels and protective coatings. RECE ICED CITY OF UKWILA MAR 17 2016 PERMIT CENTER btb 001416.. C,, 3i r_„...„.",_......,......„_.....„ _ fZFtvr,19:) F,ti, ti;ODE OMR IAN ~ i -'r,l'if,?,r N I. fflMAR t i.,01 U Inlilt I c l' TuldPFi BUJI -loa ! i :rIF' y: .,. : ..a,.., i £... ..�.. ......... a. DOOR TYPES .\-- �— / ,. r , / R i -1 11 ri Rj I ' n 0 i ,7 O r - f R ,7 I-- I� i/ I� \ 3'-0" 3'-0" �, �, 3'-0" 4, 3'-0" 4, 4, 3'—O" #1, O INTERIOR DOOR O TYP KITCHEN DOOR INTERIOR O DOOR TYP O EXTERIOR DOOR TYP EXTERIOR di, O DOOR TYP #### REFER TO SHEET A110 FOR DOOR HARDWARE DOOR SCHEDULE N0. ROOM DOOR SIZE DOOR TYPE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HDW. GROUP O KITCHEN/FOOD PREP 3'-0"w X 7'-0"H B STAINLESS STEEL BRUSHED SS SS SS 2 1A KITCHEN/DINING 3'-0"w X 7'—O"H B STAINLESS STEEL BRUSHED SS SS SS 2 KITCHEN DOORS TO BE ELIASON TYPE SCP -3, SUPPLIED AND INSTALLED BY G.C. — FRAME TO BE STAINLESS STEEL TO MATCH DOOR FINISH FROM MANUFACTURER — DOORS AND FRAME TO BE PROTECT FROM DAMAGE DURING CONSTRUCTION. '' .. , ALAR W, :: .•:�•3:i01%Y .. .EMERN NC EXIT ....• x ..• 7tro" E H�! �E>= NOT $.:::.. HM .... . .. ............NOTE SE€ 7 .. .. .. .. . 0WOMEN'S RESTROOM 3'-0"W X 7'-0"H A WD BIRCH— FF. HM SEE NOTES 1A OMEN'S RESTROOM 3'-0"W X 7'—O"H A WD BIRCH— FF HM SEE NOTES - 1 l,J 0 OFFICE 3'-0"W X 7'-0"H C HM PAINT- P1 HM P1 3 Q*ENTRY 3'-0"W X 8'-0"H D ALUM PREFIN MATCH EXIST MATCH, . EXIST 5 O, t *ENTRY PR. 3'-01'W x 7'-10'H; VERIFY W IN FIELD. D ALUM PREFIN MATCH EXIST MATCH EXIST 6 `1: / WOMEN'S RESTROOM 1'-9"W X 7'-0"H A WD BIRCH— FF HM SEE NOTES 1A *ALL ENTRY DOORS AND ALL GLAZING WITHIN 18 INCHES OF THE ENTIRE DOOR SWING SHALL HAVE TEMPERED GLAZING — DOOR #2 TO BE EXTERIOR SERVICE DOOR BY LANDLORD FINISH DESIGNATIONS: ALUM = ALUMINUM I FF = FACTORY FINISH I HM = HOLLOWED METAL PREFIN = PREFRINISHED I SS = STAINLESS STEEL I WD = WOOD NOTE: EVERY DOORS SHALL MEET THE FOLLOWING ADA REQUIREMENTS PERTAINING TO WORKING FORCE ON DOOR CLOSERS. OPERATING FORCE AT EACH: EXTERIOR DOORS TO BE BETWEEN 10-15 LBS OF FORCE. INTERIOR DOORS CANNOT EXCEED AT 15 LBS OF FORCE MAX. NOTE: ALL EXIT DOORS SERVING GROUP "A" OCCUPANCIES SHALL BE EQUIPPED WITH PANIC AND FIRE HARDWARE. EXIT DOORS ALSO SHALL BE OPEN—ABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, ANY SPECIAL KNOWLEDGE, OR EFFORT. KEY LOCKING HARDWARE MAY BE USED ONLY ON ONE MAIN EXIT DOOR WHEN THERE IS A READILY VISIBLE, DURING SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" NOTE: ALL EXISTING STOREFRONT DOORS TO REMAIN UNTIL FINAL DAYS OF CONSTRUCTION TO PRESERVE NEW HABIT BURGER STOREFRONT DOORS. G.C. TO STORE NEW HABIT BURGER STOREFRONT DOORS AT OFF SITE LOCATION UNTIL INSTALLATION. DOOR #2 NOTE: IF PLAN INDICATES EXISTING DOOR AND FRAME TO REMAIN — FIELD VERIFY DOOR AND FRAME SIZE AND INSPECT HARDWARE FOR COMPLIANCE WITH EQUIPMENT SPECIFIED — NOTIFY ARCHITECT OF ANY SIGNIFICANT VARIATIONS. DOOR FRAME FINISH: HOLLOW METAL DOOR FRAMES TO BE PAINTED TO MATCH ADJACENT WALL COLOR 1) RESTROOM DOORS: PAINT EXTERIOR (HALLWAY) SIDE OF FRAME TO MATCH ADJACENT WALL COLOR — RETURN WALL PAINT COLOR TO RESTROOM SIDE OF FRAME STOP — PAINT INTERIOR SIDE OF FRAME P1 2) OFFICE DOOR: AND FRAME PAINT AS NOTED 3) EXTERIOR SERVICE DOOR: PAINT EXTERIOR SIDE OF DOOR AND FRAME TO MATCH ADJACENT BUILDING COLOR, RETURN PAINT COLOR TO EXTERIOR SIDE OF FRAME STOP — PAINT INTERIOR SIDE OF DOOR AND FRAME P1 — NOTE: THE AMOUNT & ARRANGEMENT OF SILK PLANTS IN DRAWINGS ARE FOR REPRESENTATION ONLY. SILK PLANT VENDOR TO PROVIDE PROPER AMOUNT AND LOCATIONS OF PLANTS NOTE: OWNER / VENDER RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL PARTITIONS FOR PLANTER CK POLISHED PEBBLES BY ORNIA SILK PLANT COMPANY IFORNIASILKPLANTS.NET) CUSTOM BENCH BY MILLWORK CONTRACTOR SOLJD SURFACE PARTITION CAP — EASE ALL EDGES AND CHAMFER EXPOSED CORNERS SILK BIRDS OF PARADISE & ULENTS BY CALIFORNIA SILK PLANT ANY (WWW.CALIFORNIASILKPLANTS.NET). TS AT VARIOUS DEPTHS AND REGULAR SPACING TO CREATE A NATURAL APPEARANCE. FLOOR PLAN GENERAL NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF DRYWALL UNLESS OTHERWISE NOTED. 2. REFER TO SHEETS G120 & A250 FOR ALL ACCESSIBLE REQUIREMENTS AND PARAMETERS. 3. PROVIDE HEALTH DEPT INSPECTION FOR ALL UNDERGROUND PLUMBING PRIOR TO CITY INSPECTION. FOR THE OCCUPANT LOAD THEREOF AND SHALL EACHDOOR OPENING SHALL BE SUFFICIENT 4. THE MINIMUM WIDTH OF PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. THE HEIGHT OF DOORS SHALL NOT BE LESS THAN 80 INCHES. 5. ALL DOORS & FRAMES TO BE NEW UNLESS NOTED OTHERWISE. 6. WALL MOUNTED KDS FLAT PANEL MONITORS: PROVIDE MINIMUM BLOCKING OF 48 INCHES SQUARE AROUND WALL MOUNTED KDS FLAT PANEL MONITOR OUTLETS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. G.C. TO COORDINATE MOUNTING HEIGHT WITH INSTALLER. 7. COUNTER MOUNTED KDS FLAT PANEL MONITORS: SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. G.C. TO COORDINATE MONITOR LOCATION WITH INSTALLER. PARTITION LEGEND 1 WALL TYPE SYMBOL (SEE SHEET A300 FOR PARTITION TYPE DETAILS) ROOM SCHEDULE NUMBER ROOM NAME 100 ENTRY QUEUE 101 DINING 102 EXPO 103 KITCHEN 104 FOOD PREP 105 OFFICE 106 HALLWAY 107 MEN 108 WOMEN 109 BLACK ALUMINUM CORNER GUARDS AT ALL EXPOSED WALL CORNERS — SUPPLIED AND /---/ INSTALLED BY OWNER/VENDER 4s PLANTER DETAIL SCALE: VY•P-a' PATIO FLOOR PLAN KEYED NOTES INDICATED BY SYMBOL: SEPARATE STORAGE RACK PERMIT REQUIRED All rack storage fixtures over 5'-9" high shall be installed under the provisions of a separate storage rack building permit. All rack storage fixtures greater than 8 -feet high shall have the method of anchorage/bracing designed professional engineer. ineer. Pe riodicP special by a inspection is required in all cases during the anchorage of racks over 8 -feet in height. Special inspection requirements shall be specified on the rack permit plan. *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "pluqin" coolers or freezers (appliance type) shall not require a mechanical permit. OEXISTING DEMISING, WALL TO REMAIN; APPLY (1) LAYER OF 5/8" TYP.—X GYP. BD. TO TENANT SPACE— SEAL TO FLOOR AND DECK — APPLY MATERIALS AND FINISHES AS NOTED FOR PARTITION TYPES SHOWN ON MOO — PROTECT DURING CONSTRUCTION. G.C. REQUIRED TO PATCH AND REPAIR IF NECESSARY. OPROVIDE WOOD BLOCKING AT ALL WALL MOUNTED ITEMS SUCH AS SHELVING, TOILET ACCESSORIES, ETC. OG.C. SHALL PROVIDE AND INSTALL BLOCKING IN WALL FOR BABY CHANGING STATION — SEE DETAIL 5/A250 FOR ADDITIONAL INFORMATION. OG.C. TO PROVIDE AND INSTALL METAL STRAP BLOCKING IN WALL BEHIND HOOD & 18" TO EA. SIDE OF HOOD FOR EQUIPMENT RESTRAINT CABLES. COORDINATE EXACT LOCATION WITH EQUIPMENT VENDOR. ©F.S.E.C. SHALL INSTALL TENANT FURNISHED STAINLESS STEEL WALL PANEL THROUGHOUT KITCHEN AREA (INCLUDING BEHIND COOK LINE AT EXHAUST HOOD) UNLESS NOTED OTHERWISE. O7 BOTTOM 12" OF ALL WALLS IN ANY WET AREA SHALL RECEIVE I" DUROCK ®G.C. TO PROVIDE AND INSTALL 5/8" PLYWOOD THROUGHOUT FOOD PREP FROM 1'-0" A.F.F. (ON TOP OF DUROCK) TO 6" ABOVE LAY—IN TILE CEILING. SEE SHEET A300 FOR ADD. INFO. 10 11 12 13 14 15 16 G.C. TO PROVIDE AND INSTALL WATER RESISTANT GYP. BOARD THROUGHOUT RESTROOMS FROM 1'-0" A.F.F. (ON TOP OF DUROCK) TO CEILING. SEE SHEET MOO FOR ADDITIONAL INFORMATION., FULL WALL HEIGHT STAINLESS STEEL END CAP PROVIDED AND INSTALLED BY F.S.E.C. END CAP TO BE PLACE OVER ALL FINISHES EXCEPT TILE FINISH. WATER HEATER ON 5ui" TALL CONCRETE PAD WITH EPDXY FLOORING TO RUN UP AND OVER PAD CONTINUOUS WITH FOOD PREP FLOOR — SEE 8/A400 OWNER/VENDER TO PROVIDE & INSTALL BLACK ALUMINUM OUTSIDE CORNER GUARD ON ALL OUTSIDE CORNERS OVER SCHEDULED FINISH IN DINING AREA. REFER TO BA2 ON FINISH SCHEDULE ON SHEET A230 FOR ADDITIONAL INFORMATION. 5-1/2" FRAMED PLATFORM FOR SERVICE COUNTERS — SEE DETAILS ON A400 FOR ADD. INFO. NOT USED 4" RAISED PLATFORM FOR EXPO COUNTER — SEE PARTITION TYPE 11 ON SHEET A300 AND SIMILAR DETAILS ON A400 FOR ADDITIONAL INFORMATION. 6" TALL AND 4" WIDE FRAMED & SHEATHED CURB IN FRONT OF MOP SINK — SEE DET 7/A400 FOR ADDITIONAL INFORMATION. NOT USED 18 PROVIDE "MAXIMUM OCCUPANCY" SIGNAGE CENTER MOUNTED AT 6'-0" A.F.F. & ON GYPSUM BOARD. COORDINATE FINAL LOCATION IN A CONSPICUOUS LOCATION NEAR THE MAIN EXIT OR EXIT ACCESS—DOORWAY. 19 DIGITAL PREVIEW BOARD — CONNECT POWER AND DATA LEADS IN A MANNER WHICH COMPLIES WITH APPLICABLE CODES 20 NEW CEILING SOFFIT/BULKHD. ABV — SEE RCP ON SHEET A210 FOR ADDT'L. INFO. 21 LOCATION OF EXST/NEW ELECTRICAL PANELS. REFER TO ELECTRICAL SHEETS 22 BATTERY OPERATED 6" DEEP RECESSED WALL SAFE W/ KEY PAD (GARDALL SL -6000/F) — BOTTOM OF SAFE TO BE MOUNTED 1" ABOVE DESK BACKSPLASH. HINGE SIDE MUST BE TOWARDS DESK. ALIGN HINGE EDGE OF SAFE WITH OUTSIDE EDGE OF DESK. — INSTALL SOLID WOOD BLOCKING ON ALL FOUR (4) SIDES 0 SAFE UNIT AND SECURE SAFE UNIT TO BLOCKING WITH LAG BOLTS SUFFICIENT TO PENETRATE BLOCKING AND METAL STUD WALL FRAMING — MAINTAIN MANUFACTURERS REQUIRED ROUGH OPENING DIMENSIONS 23 NEW PATIO HEATERS - SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 24 PATIO RAILING — SEE DETAILS ON SHEET A510. 25 PATIO POLE LIGHT FIXTURE WHERE INDICATED; ALIGN B.O. FIXTURE W/ B.O. ADJ. BUILDING AWNINGS. 26 NEW STOREFRONT IN NEW OPENING TO MATCH EXISTING WHERE INDICATED; SEE A510 FOR FULL SCOPE. 27 NOT USED 28 NEW STOREFRONT SYSTEM IN EXISTING DOOR OPENING — MATCH EXISTING STOREFRONT — SEE EXTERIOR ELEVATIONS ON A510 FOR ADDITIONAL INFO. CENTER OF D.G.F REFERENCE OFF PLUMING DRAWINGS 30 ANGLE HATCH DENOTES 3'-8" WIDE ACCESSIBLE PATH OF TRAVEL NOTES 1. 15/32" PLYWOOD GLUED AND SCREWED DOWN (6" SPACING ON THE SCREWS AT THE SHEET EDGES, 12" EACH WAY IN THE HELD OF EACH SHEET) ACROSS THE ENTIRE SPACE. 23'-2 3/8" 6 5/8" 4'-7 7/8" 5'-7" 41 1/4" 3 1/8" S.! Illiw''S"S" �. �'l"NS.1 ► 1/8" 3 1/8" AredwAiven,yee.onmemenoonve Avon., 12 —0TO POST 1/8" 1/8" • •16'-1 3/4" TO F. . STOREFRONT 1/8" 8'-2 7/8' TO RADIUS WORKPOINT ASNXIMOOMMNIML 8'-3 1/4" TO POST Q 3/4" 4 1/4" 4 7/8' 2' AIR GAP ====az====s aim FLOOR PLAN SCALE: 1/4.4-01 MAR 17 2016 1)110 O6 PERMIT CENTER CEILING PLAN GENERAL NOTES: 1. THE GYP. BD. CEILINGS AT THE FRONT COUNTER AREA, AND IN THE MEN'S & WOMEN'S RESTROOM SHALL BE PAINTED WITH A SEMI -GLOSS FINISH. 2. ALL LIGHTS IN THE FRONT SERVICE AND ALL PREP AREAS TO BE PROTECTED WITH SHATTERPROOF SHIELDS. 3. PROVIDE HOOD ACCESS ABOVE SCHEDULED CEILING FOR GREASE DUCT SERVICE. 4. ADJUST CEILING GRID LAYOUT AS REQUIRED TO POSITION LIGHT FIXTURES AS DIMENSIONED AND REDUCE NARROW CUT SECTIONS. 5. ALL CURVED SOFFITS TO BE FRAMED WITH FLEX -C -ARCH OR APPROVED EQUAL AND SHEATHED W/ 1/4" HIGH FLEX GYP. BD. AND STAGGERED SEAMS TO CREATE A CONTINUOUS SMOOTH RADIUS WITHOUT FLAT SPOTS. 1'-6" CEILING PLAN KEYED NOTES: • GYP. BD. SOFFIT AT 10'-0"± A.F.F. - B.O. SOFFIT ® T.O. STOREFRONT - SEE DETAIL 3/A220. O GYP. BD. CLG. W/ BOX BEAM AT 8'-6" A.F.F. - SEE DETAIL 2/A220. O3 SUSPENDED GYP. BD. "EYEBROW" SOFFIT/CEILING CLOUD AT 9'-6" A.F.F. - SEE CEILING PLAN GENERAL NOTE #5 & DETAIL 4/A400 FOR ADD. INFO. • GYP. BD. CEILING AT 8'-O" A.F.F. - SEE SHEET A230 FOR FINISH. O ACT CEILING 9'-0" A.F.F. - SEE SHEET A410 FOR ADDITIONAL INFORMATION. © NOT USED O DIGITAL PREVIEW BOARD - CONNECT POWER AND DATA LEADS ® 2x4 LAY -IN TECTUM TILE CEILING AT 11'-6" ABOVE FINISH FLOOR. ( "U1" IS AN UP -LIGHT TYPE FIXTURE TO BE PROVIDE IN THE PLANTER BELOW - SEE ELEC. DWGS. FOR ADD. INFO. 0 ACT CEIUNG 10'-8" A.F.F. - SEE SHEET A410 FOR ADDITIONAL INFORMATION. 11 GYP. BD. BULKHEAD AT 7'-0" ABOVE FINISH FLOOR. 12 GYP. BD. BULKHEAD AT 5-2" ABOVE FINISH FLOOR. - - STRUCTURE ABOVE - SEE ALL -TREAD AND UNIT STRUT FROM STR TUR NEW KITCHEN EXHAUST HOOD SUPPORT WITH AL TR 13 MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 14 NEW MENU BOARD SIGN - SEE DETAILS ON A400 FOR ADDITIONAL INFORMATION. 15 FRAMED ARTWORK BELOW - SEE SHEET A240 AND A500 FOR ADDITIONAL INFORMATION. 16 METAL SIGNAGE BELOW - SEE SHEET A240 AND A500 FOR ADDITIONAL INFORMATION. 17 MIN. 24"x24" SPACE ABOVE ACT CEILING TO BE CLEAR OF ALL CEILING ITEMS (ELEC, MECH, STRUCT, ETC.) FOR HOOD ACCESS AND GREASE DUCT SERVICE. 18 BUG LAMP PROVIDED & INSTALLED BY OPERATIONS. G.C. TO PROVIDE OUTLET - SEE ELEC SHEETS FOR ADD. INFO. 19 CENTER METAL SIGNAGE LETTERS ON SOFFIT ARC. MIDPOINT 20 CENTER MOL FIXTURES ON SOFFIT ARC. MIDPOINT 0 SIM L J SCHEDULE SYMBOL TYPE IESCRIPIDI . EQ DIF 4" LED MR16 DOWNLIGHT - FROSTED GLASS DROPPED "DONUT" LENS WITH HOLE IN THE CENTER - SERVICE & BEV. COUNTERS. 0 D2F 4" LED MR16 DOWNLIGHT - FROSTED GLASS LENS WITH HOLE IN THE CENTER & WHITE TRIM - VESTIBULE TO RESTROOMS. ® DSS - MR16 DINING AREA TABE HARD LID&LINLIGHT - RECESSED TECTUM CEILING FOR TABLE LIGHTING.TH FlNISF ® D3N 4" MR16 ADJUSTABLE DOWNLIGHT - RECESSED TRIM WITH WHITE FINISH - DINING ARE HARD LID & TECTUM FOR TRASH RECEPTACLES, QUEUE LINE, & WAITING BENCH ® D3F 4' MR16 ADJUSTABLE DOWNLIGHT - RECESSED TRIM WITH WHITE FINISH - DINING AREA SOFFITS FOR GENERAL ILLUMINATION AT EXIT & ENTRY DOORS ® D4F 4' MR16 ADJUSTABLE DOWNLIGHT - RECESSED TRIM WITH SILVER FINISH - GENERAL ILLUMINATION AT SERVICE WINDOW ADJACENT TO EXPO AREA ® D5S 4" MR16 DOWNLIGHT - PULL-DOWN ELBOW WITH SILVER FINISH - TO HIGHLIGHT ALL ARTWORK IN DINING ROOM SOFFIT AREAS. ® D5N 4" MR16 DOWNLIGHT - PULL-DOWN ELBOW WITH SILVER FINISH - MOUNTED IN DINING ROOM SOFFIT TO HIGHLIGHT 'STORY BOARD" ONLY. 0 D5L 4" MR16 DOWNLIGHT - PULL-DOWN ELBOW WITH SILVER FINISH & LINEAR SPREAD LENS (LINEAR LENS TO BE FIELD INSTALLED ) - HIGHTLIGHTS "BELT BUCKLE" SIGNAGE ONLY. ® D5F 4" MR16 DOWNLIGHT - PULL-DOWN ELBOW WITH SILVER FINISH - MENU BOARD & SUBWAY TILE WALLS. ® D6S 4" MR16 DOWNLIGHT - PULL-DOWN ELBOW WITH WHITE FINISH - ALL ARTWORK IN RESTROOM VESTIBULE D7 6" LED 1000 LUMEN DOWNLIGHT WITH WHITE METAL TRIM - RESTROOM/KITCHEN FIXTURE K1 2x4 2 -LAMP GRID TROFFER WITH INTERNAL DISCONNECT SWITCH - KITCHEN/FOOD PREP �..,.. K2 2x4 2 -LAMP GRID TROFFER WITH INTERNAL DISCONNECT SWITCH - - EM 1100 LUMEN BATTERYKITCHEN/FOOD PREP �--1x4 J K3 2 -LAMP GRID TROFFER WITH INTERNAL DISCONNECT SWITCH - KITCHEN/FOOD PREP K4 1x4 2 -LAMP GRID TROFFER WITH INTERNAL DISCONNECT SWITCH - EM 1100 LUMEN BATTERY - KITCHEN/FOOD PREP K5 4FT 2 LAMP WET LOCATION URFACE FLUORESCENT - WALK-IN FREEZER & COOLER (39.7 LUMENS PER WATT) 1,1:=511=1 -'I (SCALED X2) (SEE DETAIL #3, SHEET E400 FOR DEVICE MOUNTING LOCATIONS.) LS6 VIRGO+ LS6 LED MODULE -3,000K, 6 LEDS PER MODULE- MOUNTED ON THE UNDERSIDE OF THE PASS SHELF ON THE ASSEMBLY SIDE OF THE KITCHEN AREA. PROVIDE (1) LMPS-350 TRANSFORMER TO POWER UP TO (15) LS6 MODULES. LMPS-350 120V/10V 35VA OUTPUT TRANSFORMER (WITH LINE CORD) - FOR USE WITH LS6 FIXTURES ONLY. (31 MOL MR16 120V GU -10 TRACK HEAD MONOPOINT WITH WHITE FINISH - MOUNTED IN TECTUM AIMED AT CURVED HARD LIDSOFFIT EDGE. INSTALL LINEAR SPREAD LENS & HOLDER - ORIENT LENS RIBS VERTICALLY ei MON MINI MR16 120V GU -24 WHITE TRACK HEAD WITH MONOPOINT WITH WHITE FINISH - TO HIGHLIGHT "STORY BOARD" ONLY. (FIXTURE MOUNTED IN TECTUM CEILING.) el MOS MR16 120V GU -24 TRACK HEAD MONOPOINT WITH WHITE FINISH - MOUNTED IN TECTUM CEILING TO HIGHLIGHT ARTWORK, BEVERAGE MACHINE, AND CHILI BAR . P1 9.5" X 6" DECORATIVE AMBER GLASS PENDANT WITH SATIN NICKEL CANOPY MEDIUM BASE SOCKET - MOUNT PENDENT AT 5-0" A.F.F. OVER TABLES, PULLMANS, & BOOTHS P2 6.5' X 5.5" DECORATIVE BLUE/WHITE GLASS PENDANT W/ SATIN NICKEL CANOPY -DEDICATED LED LAMP/SOCKET - MOUNT PENDENT AT 6'-0" A.F.F. OVER COMMUNITY TABLE. Ci U1 3° ADJUSTABLE LANDSCAPE BULLET WITH BLACK FINISH & HEX LOUVER - MOUNT IN MILLWORK PLANTER AREA IN ROCKS 24" OFF CENTER. PROVIDE (1) TX REMOTE TRANSFORMER REQUIRED UNDER MILLWORK FOR EVERY (3) U1 FIXTURES. SEE U1 FIXTURETX DESCRIPTION 40VA 12V BLACK REMOTE TRANSFORMER - LOCATED DINING AREA PLANTER MILLWORK FOR TYPE "U1" ONLY - 3 SORRA LAMPS MAX W3 BATHROOM OVER MIRROR 32" WALL SCONCE WITH SATIN CHROME FINISH 2LT120V EL � BATHROOM 45' SIDE WALL SCONCE WITH SATIN CHROME FINISH 2LT120V. I IW4 fffi EM1 SMALL WHITE EMERGENCY BUG EYE - 250 LUMEN OUTPUT - RESTROOMS & SHALLOW HARD LID AREAS IN DINNING EM2 LARGE WHITE CEILING MOUNTED EMERGENCY FIXTURE - 1000 LUMEN OUTPUT - HIGH CEILINGS IN DINING AREA ONLY I I ® X1 RECESSED SINGLE FACE EDGE -UT EMERGENCY EXIT W/BATTERY BACKUP & GREEN LEITERS ON CLEAR PANEL - FOR USE IN DINNING AREA. ® X2 WHITE EMERGENCY EXIT SIGN WITH GREEN LETTERS - BOH. ® X3 EXTERIOR WET LOCATION EMERGENCY LIGHT IN DARK BRONZE FINISH. FOR USE OVER EXTERIOR EGRESS DOORS , O EX1 EXTERIOR LED PATIO POLE LIGHT, BRONZE FINISH, 26W LED, 3000K, MOUNT ON 10' POLE. NOTE: ALL EXIT AND EMERGENCY LIGHTING FIXTURES SHALL BE EQUIPPED WITH EMERGENC BATTERY BACKUP AND COMPLY WITH ALL LOCAL AND NATIONAL CODES. NOTE: SEE ELECTRICAL PLANS (E200) & ELEC SCHEDULE (E210) FOR ADD. INFO. * CONTRACTOR TO VERIFY BACK OF HOUSE EXIT LIGHT FINISH WITH LIGHTING VENDOR. CEILING PLAN GENERAL NOTES: 1. THE GYP. BD. CEILINGS AT THE FRONT COUNTER AREA, AND IN THE MEN'S & WOMEN'S RESTROOM SHALL BE PAINTED WITH A SEMI -GLOSS FINISH. 2. ALL LIGHTS IN THE FRONT SERVICE AND ALL PREP AREAS TO BE PROTECTED WITH SHATTERPROOF SHIELDS. 3. PROVIDE HOOD ACCESS ABOVE SCHEDULED CEILING FOR GREASE DUCT SERVICE. 4. ADJUST CEILING GRID LAYOUT AS REQUIRED TO POSITION LIGHT FIXTURES AS DIMENSIONED AND REDUCE NARROW CUT SECTIONS. 5. ALL CURVED SOFFITS TO BE FRAMED WITH FLEX -C -ARCH OR APPROVED EQUAL AND SHEATHED W/ 1/4" HIGH FLEX GYP. BD. AND STAGGERED SEAMS TO CREATE A CONTINUOUS SMOOTH RADIUS WITHOUT FLAT SPOTS. 1'-6" CEILING PLAN KEYED NOTES: • GYP. BD. SOFFIT AT 10'-0"± A.F.F. - B.O. SOFFIT ® T.O. STOREFRONT - SEE DETAIL 3/A220. O GYP. BD. CLG. W/ BOX BEAM AT 8'-6" A.F.F. - SEE DETAIL 2/A220. O3 SUSPENDED GYP. BD. "EYEBROW" SOFFIT/CEILING CLOUD AT 9'-6" A.F.F. - SEE CEILING PLAN GENERAL NOTE #5 & DETAIL 4/A400 FOR ADD. INFO. • GYP. BD. CEILING AT 8'-O" A.F.F. - SEE SHEET A230 FOR FINISH. O ACT CEILING 9'-0" A.F.F. - SEE SHEET A410 FOR ADDITIONAL INFORMATION. © NOT USED O DIGITAL PREVIEW BOARD - CONNECT POWER AND DATA LEADS ® 2x4 LAY -IN TECTUM TILE CEILING AT 11'-6" ABOVE FINISH FLOOR. ( "U1" IS AN UP -LIGHT TYPE FIXTURE TO BE PROVIDE IN THE PLANTER BELOW - SEE ELEC. DWGS. FOR ADD. INFO. 0 ACT CEIUNG 10'-8" A.F.F. - SEE SHEET A410 FOR ADDITIONAL INFORMATION. 11 GYP. BD. BULKHEAD AT 7'-0" ABOVE FINISH FLOOR. 12 GYP. BD. BULKHEAD AT 5-2" ABOVE FINISH FLOOR. - - STRUCTURE ABOVE - SEE ALL -TREAD AND UNIT STRUT FROM STR TUR NEW KITCHEN EXHAUST HOOD SUPPORT WITH AL TR 13 MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 14 NEW MENU BOARD SIGN - SEE DETAILS ON A400 FOR ADDITIONAL INFORMATION. 15 FRAMED ARTWORK BELOW - SEE SHEET A240 AND A500 FOR ADDITIONAL INFORMATION. 16 METAL SIGNAGE BELOW - SEE SHEET A240 AND A500 FOR ADDITIONAL INFORMATION. 17 MIN. 24"x24" SPACE ABOVE ACT CEILING TO BE CLEAR OF ALL CEILING ITEMS (ELEC, MECH, STRUCT, ETC.) FOR HOOD ACCESS AND GREASE DUCT SERVICE. 18 BUG LAMP PROVIDED & INSTALLED BY OPERATIONS. G.C. TO PROVIDE OUTLET - SEE ELEC SHEETS FOR ADD. INFO. 19 CENTER METAL SIGNAGE LETTERS ON SOFFIT ARC. MIDPOINT 20 CENTER MOL FIXTURES ON SOFFIT ARC. MIDPOINT 0 SIM I :i t t .d °• i t t 3'-107/6" MOL MO ENLARGED SOFFIT PLAN SCALE: 1/2•-1•b• 33 a :17 J%: . rs' S 0"i :s.J': �r. X3 2 —4ifi"' D3N EM1 011110 D D40 NI :17-1 k711011:1kI4 REFLECTED CEILING PLAN SCALE: vo•-r-o• RECEIVED CITY OF TUKWILA MAR 17 2016 PERMIT CENTER / . EQ •. (5) FIXTURES (0'18" = 6'-0" ; , EQ ' \ 7 . \ ' . ' . 0 (/'1) D5F ' 0 0 . D5F .. D5F 'D5F D5F c I :i t t .d °• i t t 3'-107/6" MOL MO ENLARGED SOFFIT PLAN SCALE: 1/2•-1•b• 33 a :17 J%: . rs' S 0"i :s.J': �r. X3 2 —4ifi"' D3N EM1 011110 D D40 NI :17-1 k711011:1kI4 REFLECTED CEILING PLAN SCALE: vo•-r-o• RECEIVED CITY OF TUKWILA MAR 17 2016 PERMIT CENTER LG SCHEDULE SYMBOL TYPE ons, CJ DIF 4" LED MR16 DOWNLIGHT - FROSTED GLASS DROPPED "DONUT" LENS WITH HOLE IN THE CENTER - SERVICE & BEV. COUNTERS. D2F 4" LED MR16 DOWNUGHT - FROSTED GLASS LENS WITH HOLE IN THE CENTER & WHITE TRIM - VESTIBULE TO RESTROOMS. ® D3S 4" MR16 ADJUSTABLE DOWNUGHT - RECESSED TRIM WITH WHITE FINIS - DINING AREA HARD LID& TECTUM CEILING FOR TABLE LIGHTING. () D3N 4" MR16 ADJUSTABLE DOWNUGHT - RECESSED TRIM WITH WHITE FINISH - DINING ARE HARD LID & TECTUM FOR TRASH RECEPTACLES, QUEUE LINE, & WAITING BENCH Q D3F 4" MR16 ADJUSTABLE DOWNLIGHT - RECESSED TRIM WITH WHITE FINISH - DINING AREA SOFFITS FOR GENERAL ILLUMINATION AT EXIT & ENTRY DOORS Q D4F 4" MR16 ADJUSTABLE DOWNUGHT - RECESSED TRIM WITH SILVER FINISH - GENERAL ILLUMINATION AT SERVICE WINDOW ADJACENT TO EXPO AREA Q D5S 4" MR16 DOWNUGHT - PULL-DOWN ELBOW WITH SILVER FINISH -' TO HIGHLIGHT ALL ARTWORK IN DINING ROOM SOFFIT AREAS. Q D5N 4" MR16 DOWNUGHT - PULL-DOWN ELBOW WITH SILVER FINISH - MOUNTED IN DINING ROOM SOFFIT TO HIGHLIGHT "STORY BOARD" ONLY. © D5L 4" MR16 DOWNUGHT - PULL-DOWN ELBOW WITH SILVER FINISH & LINEAR SPREAD LENS (LINEAR LENS TO BE FIELD INSTALLED ) - HIGHTUGHTS 'BELT BUCKLE" SIGNAGE ONLY. Q D5F 4" MR16 DOWNUGHT - PULL-DOWN ELBOW WITH SILVER FINISH - MENU BOARD & SUBWAY TILE WALLS. Q D6S 4" MR16 DOWNLIGHT - PULL-DOWN ELBOW WITH WHITE FINISH - ALL ARTWORK IN RESTROOM VESTIBULE ® D7 6" LED 1000 LUMEN DOWNLIGHT WITH WHITE METAL TRIM - RESTROOM/KITCHEN FIXTURE K1 2x4 2 -LAMP GRID TROFFER WITH INTERNAL DISCONNECT SWITCH - KITCHEN/FOOD PREP K2 2x4 2 -LAMP GRID TROFFER WITH INTERNAL DISCONNECT SWITCH - EM 1100 LUMEN BATTERY - KITCHEN/FOOD PREP K3 1x4 2 -LAMP GRID TROFFER WITH INTERNAL DISCONNECT SWITCH - KITCHEN/FOOD PREP K4 1x4 2 -LAMP GRID TROFFER WITH INTERNAL DISCONNECT SWITCH - EM 1100 LUMEN BATTERY - KITCHEN/FOOD PREP y. k K5 4FT 2 LAMP WET LOCATION SURFACE FLUORESCENT - WALK-IN FREEZER & COOLER (39.7 LUMENS PER WATT) 1::::21EMill= _ ""� romi (SCALED X2) (SEE DETAIL #3, SHEET E400 FOR DEVICE MOUNTING LOCATIONS.) LS6 VIRGO+ LS6 LED MODULE -3,000K, 6 LEDS PER MODULE- MOUNTED ON THE UNDERSIDE OF THE PASS SHELF ON THE ASSEMBLY SIDE OF THE KITCHEN AREA. PROVIDE (1) L.MPS-350 TRANSFORMER TO POWER UP TO (15) LS6 MODULES. LMPS-350 120V/10V 35VA OUTPUT TRANSFORMER (WITH UNE CORD) - FOR USE WITH LS6 FIXTURES ONLY. Ca MOL MR16 120V GU -10 TRACK HEAD MONOPOINT WITH WHITE FINISH - MOUNTED IN TECTUM AIMED AT CURVED HARD LIDSOFFIT EDGE. INSTALL LINEAR SPREAD LENS & HOLDER - ORIENT LENS RIBS VERTICALLY 01 MON MINI MR16 120V GU -24 WHITE TRACK HEAD WITH MONOPOINT WITH WHITE FINISH - TO HIGHLIGHT "STORY BOARD" ONLY. (FIXTURE MOUNTED IN TECTUM CEILING.) (a MOS MR16 120V GU -24 TRACK HEAD MONOPOINT WITH WHITE FINISH -' MOUNTED IN TECTUM CEILING TO HIGHLIGHT ARTWORK, BEVERAGE MACHINE, AND CHILI BAR . P1 9.5' X 6" DECORATIVE AMBER GLASS PENDANT WITH SATIN NICKEL CANOPY MEDIUM BASE SOCKET - MOUNT PENDENT AT 5'-0" A.F.F. OVER TABLES, PULLMANS, & BOOTHS P2 6.5" X 5.5° DECORATIVE BLUE/WHITE GLASS PENDANT W/ SATIN NICKEL CANOPY -DEDICATED LED LAMP/SOCKET - MOUNT PENDENT AT 6'-0" A.F.F. OVER COMMUNITY TABLE. a U1 3" ADJUSTABLE LANDSCAPE BULLET WITH BLACK FINISH & HEX LOUVER - MOUNT IN MILLWORK PLANTER AREA IN ROCKS 24" OFF CENTER. PROVIDE (1) TX REMOTE TRANSFORMER REQUIRED UNDER MILLWORK FOR EVERY (3) U1 FIXTURES. SEE U1 FIXTURETx DESCRIPTION 40VA 12V BLACK REMOTE TRANSFORMER - LOCATED DINING AREA PLANTER MILLWORK FOR TYPE "U1" ONLY - 3 SORRA LAMPS MAX W3 BATHROOM OVER MIRROR 32' WALL SCONCE WITH SATIN CHROME FINISH 2LT120V EL I I W4 BATHROOM 45" SIDE WALL SCONCE WITH SATIN CHROME FINISH 2LT120V. 1 EM1 SMALL WHITE EMERGENCY BUG EYE - 250 LUMEN OUTPUT - RESTROOMS & SHALLOW HARD LID AREAS IN DINNING EM2 LARGE WHITE CEILING MOUNTED EMERGENCY FIXTURE - 1000 LUMEN OUTPUT - HIGH CEILINGS IN DINING AREA ONLY I�1 X1 RECESSED SINGLE FACE EDGE -LIT EMERGENCY EXIT W/BATTERY BACKUP & GREEN LETTERS ON CLEAR PANEL - FOR USE IN DINNING AREA. • X2 WHITE EMERGENCY EXIT SIGN WITH GREEN LETTERS - BOH. X3 EXTERIOR WET LOCATION EMERGENCY LIGHT IN DARK BRONZE FINISH. FOR USE OVER EXTERIOR EGRESS DOORS >'%,,, EX1 EXTERIOR LED PATIO POLE LIGHT, BRONZE FINISH, 26W LED, 3000K, MOUNT ON 10' POLE. NOTE: ALL EXIT AND EMERGENCY LIGHTING FIXTURES SHALL BE EQUIPPED WITH EMERGENCY BATTERY BACKUP AND COMPLY WITH ALL LOCAL AND NATIONAL CODES. NOTE: SEE ELECTRICAL PLANS. SHEET E200 FOR MORE INFORMATION. * CONTRACTOR TO VERIFY BACK OF HOUSE EXIT LIGHT FINISH WITH LIGHTING VENDOR. NOTE: REFER TO SHEET A300 FOR ATTACHMENT DETAILS AND NOTES AT EXISTING STRUCTURE BRACE DIAGONALLY TO STRUCTURE ABOVE TYP BOTT. OF let STRUCTURE EL. VARIES TECTUM CEILING 4. 11'-6" B.O. SOFFIT 10'-0" TECTUM TILE CEILING C P2 CORNER BEAD TYP 5/8" GYP BD. CE G •. • 1,, NA PLAN LE "-1 10 X HVAC SUPPLY GRILL - SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. HVAC RETURN GRILL - SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 0 HVAC SUPPLY GRILL LOCATED ON SOFFIT WALL - SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. ° SPRINKLER HEAD - SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. FUTURE BUG LIGHT PROVIDE BY HABIT BURGER OPERATIONS. G.C. TO PROVIDE POWER ONLY. SEE ELECTRICAL SHEET FOR ADDITIONAL INFORMATION. RESTROOM EXHAUST FAN - SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. ATTACH TO EXISTING STRUCTURE OR DECK ABOVE - GC SHALL VERIFY CORRECT FASTENERS FOR EXISTING STRUCTURAL COMPONENT MATERIALS TECTUM TILE CEILING HIGH PANEL CEILING SEE SCHED. HT. ON RCP. 3-5/8" 20GA MTL. STUDS AT 16" OC TYP. 5/8" GYP BD.- SEE FINISH PLAN FOR PAINT TYPE CORNER BEAD TYP 6"x6" MTL STUD FRAMING W/FINISH FACE AT 8" Atii B.O. SOFFIT / HALLWAY CLG. SEE SCHED. HT. ON RCP 2 PROVIDE MIN. (2) #10x1/2" SELF -DRILLING TEK SCREWS AT EACH STUD TO TRACK CONNECTION BOX BEAM s HALL DETAIL SCALE: 1/2' = NOTE: REFER TO SHEET A300 FOR ATTACHMENT DETAILS AND NOTES AT EXISTING STRUCTURE BRACE DIAGONALLY TO STRUCTURE ABOVE TYP BOTT. OF AI STRUCTURE EL. VARIES HIGH PANEL CEILING SEE SCHED. HT. ON RCP B.O. SOFFIT 10'-0" CEILING HEIGHTS CEILING COORDINATION PLAN GENERAL NOTES: 1. FOR LIGHTING LOCATIONS AND CEILING HEIGHTS AND FINISHES SEE REFLECTED CEILING PLAN ON SHEET A210.. 2. PROVIDE HOOD ACCESS ABOVE SCHEDULED CEILING FOR GREASE DUCT SERVICE. 3. G.C. TO REFER TO LIGHTING AIMING GUIDE IN SPEC BOOK TO AIM ALL ARTWORK LIGHTING CORRECTLY. CEILING COORDINATION PLAN KEYED NOTES: OMIN. 24"x24" SPACE ABOVE ACT CEILING TO BE CLEAR OF ALL CEILING ITEMS (ELEC, MECH, STRUCT, ETC.) FOR HOOD ACCESS AND GREASE DUCT SERVICE. O 0 SHROUD WALL ABOVE SOFFIT - SEE DETAIL 2/A400 FOR ADDITIONAL INFORMATION. HALF WALL BELOW. DIGITAL PREVIEW BOARD BELOW - CONNECT POWER AND DATA LEADS HVAC SUPPLY GRILL LOCATED ON SOFFIT WALL - SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. LAY -IN (TECTUM) CEILING AT 11'-6" AFF LAY -IN CEILING AT 10'-8" AFF PAINTED GYPSUM BOARD CEILING AT 9'-6" AFF O9 LAY -IN CEILING AT 9'-6" AFF 10 LAY -IN CEILING AT 9'-0" AFF 11 PAINTED GYPSUM BOARD CEILING AT 8'-6" AFF 12 PAINTED GYPSUM BOARD CEILING AT 8'-0" AFF ATTACH TO EXISTING STRUCTURE OR DECK ABOVE - GC SHALL VERIFY CORRECT FASTENERS FOR EXISTING STRUCTURAL COMPONENT MATERIALS PROVIDE MIN. (3) #10x1/2" SELF -DRILLING TEK SCREWS AT EACH DIAGONAL BRACE CONNECTION 3-5/8" 20GA MTL. STUDS AT 16" OC TYP. CORNER BEAD TYP 5/8" GYP BD. 3 5/8" 20 GA. MTL STUDS © 48" O.C. MAX FOR LATERAL BRACING PROVIDE MIN. (2) #10x1/2" SELF -DRILLING TEK SCREWS AT EACH STUD TO TRACK CONNECTION WHITE OPAQUE "BLACKOUT" FILM APPLIED TO INTERIOR SIDE OF GLASS. FROM B.0 SOFFIT UP. TYPICAL SOFFIT AT STOREFRONT DETAIL SCALE: 1/2' = 4-0' ATTACH TO EXISTING STRUCTURE OR DECK ABOVE - GC SHALL VERIFY CORRECT FASTENERS FOR EXISTING STRUCTURAL COMPONENT MATERIALS PROVIDE MIN. (3) #10x1/2" SELF -DRILLING TEK SCREWS AT EACH DIAGONAL BRACE CONNECTION 3-5/8" 20GA MTL. STUDS AT 16" OC TYP. 3 5/8" 20 GA. MTL STUDS ® 48" O.C. MAX FOR LATERAL BRACING PROVIDE MIN. (2) #10x1/2" SELF -DRILLING TEK SCREWS AT EACH STUD TO TRACK CONNECTION \-CP2) �-EXISTING WALL, WHERE OCCURS - SEE PLAN FOR SOFFIT LOCATIONS (SEE CEILING PLAN A210) EXISTING STOREFRONT SYSTEM, P2 WHERE OCCURS - SEE PLAN FOR SOFFIT LOCATIONS TYPICAL SOFFIT AT STOREFRONT DETAIL SCALE: 1/2' -*-0' NOTE: REFER TO SHEET A300 FOR ATTACHMENT DETAILS AND NOTES AT EXISTING STRUCTURE BRACE SOFFIT ASSEMBLY DIAGONALLY TO STRUCTURE ABOVE TYP B.O. STRUCTURE EL. VARIES 3 5/8" 20 GA. MTL STUD LATERAL BRACING - (1) EACH SIDE MINIMUM 3-5/8" 20GA MTL. STUDS AT 16" O.C.- TYP. TECTUM CEILING 11'-6" TECTUM TILE CEILING B.O. SOFFIT 10'-4" 4 CORNER BEAD TYP CLOSED-END CENTER RECESS FOR LIGHT FIXTURES - SEE A210 ATTACH TO EXISTING STRUCTURE OR DECK ABOVE - GC SHALL VERIFY CORRECT FASTENERS FOR EXISTING STRUCTURAL COMPONENT MATERIALS 3 5/8" 20 GA. MTL STUDS ALTERNATING AT 48" OC AND 1 LOCATION ON EACH LONG SIDE 3 5/8" 20 GA. MTL STUDS AT 16" O.C. MAX - SOFFIT RECESS FRAMING - COORDINATE WITH FIXTURE PLACEMENT FINISH DIMENSION 6" 20 GA. MTL STUDS AT 16" O.C. MAX - SOFFIT BASE FRAMING 5/8" GYP BD. ALL EXPOSED SIDES - 2 LAYERS ON TOP SOFFIT AT COMMUNITY TABLE SECTION SCALE: ,/z' -r-0• X3 D3N MOL MOL _,lOL MO OMR CEILING COORDINATION PLAN SCALE: 1/4' -1'-0' RECEIVED CITY OF TUKU LA MAR 17 2016 PERMIT CENTER OFFSET THE 5" TILE PATTERN 1/4 (8") FROM THE 8" W. TILE JOINT- THP. ALTERNATE 2 ROWS EACH FRONT ENTRY SIDE 8" x 32" ARIZONA CERAMIC TILE, ONE-HALF BOND COLOR: TEKA tx 0 N 3 0 p CC a N !fig% 3/16" GROUT JOINTS TYP. - CUSTO BUILDING PRODUCTS #60 CHARCOAL 5" x 32" ARIZONA CERAMIC TILE, ONE-HALF BOND COLOR: TEKA ENLARGED FLOOR TILE PATTERN SCALE: 1/2'4-0' EPDXY FLOORING MTL2 — BRUSHED STAINLESS STEEL SCHLUTER SCHIENE PROFILE OR BRUSHED BLACK ALUMN. APPROVED EQUAL GROUT CEMENTITIOUS BOND COAT SCHEDULED TILE EXIST. PLYWOOD SU3FLOOR C6 TILE / EPDXY TRANSITION NOTE: WHERE SUBWAY TILE IS PRESENT - SUBWAY TILE TO START ABOVE TILE BASE TO CREATE INTEGRAL COVE rIN i to L NP -1 CAULK BETWEEN DUR-ROCK AND CONCRETE MARLITE FRP PANELS - INSTALL TO 5" A.F.F. 5/8" DUROCK CEMENTIOUS BOARD TO 12" A.F.F. (TYP AT ALL TILE BASES) CLEAR SILICON SEALANT CONT. ABOVE TILE BASE TILE BASE AS SCHEDULED FLOOR TILE AS SCHEDULED WATER -PROOF MEMBRANE (LATICRETE #9235 OR APPOVED EQUAL) 12" ON FLOOR AND WALL IF SLOPE PRESENT 1'-q6" (2'-0" MIN SLOPE) TILE BASE U- 0 Qz X E W W N CUT-OUT AROUND DRAIN SHALL 3-0" t E DRAIN GRATE SHALL BE FLUSH WITH FINISH FLOOR MATERIAL FLOOR DRAIN - SEE P100 FINISH FLOOR SURFACE I FINISH FLOOR SURFACE XIST. PLYWOOD SUBFLOOR EXISTING SUPPORT BEAM NEW SUPPORT BEAM EXTERIOR DOOR & STOREFRONT TILE/VINYL L BASE REF INTERIOR ELEV. ALIGN TILE W/ THRESHOLD CEMENTITIOUS BOND COAT d d' FLOOR TILE/GROUT REF FLOOR PATTERN PLAN FOR LAYOUT EXISTING PLYWOOD SUBFLOOR EXISTING WOOD SUPPORT THRESHOLD — SEE HARDWARE SCHEDULE THRESHOLD 6) ENTRANCE DOOR SCALE: 3 2'-0" FLOOR DRAIN SCALE: 1 Ur -r -o• ROOM SCHEDULE NUMBER ROOM NAME 100 ENTRY QUEUE 101 DINING 102 EXPO 103 KITCHEN 104 105 106 107 108 FOOD PREP OFFICE HALLWAY MEN WOMEN 109 PATIO FINISH PLAN GENERAL NOTES: l EPDXY NOTE: THE FINISH WILL BE SMOOTH BELOW EQUIPMENT & SLIP RESISTANT IN WALKWAYS WITH FLOOR DRAINS PROVIDED TO WASH DOWN THE FLOORS. EPDXY TO BE APPLIED OVER THE 5/8" DUROCK AT BOTTOM OF WALLS AND HAVE A 3/8" COVED BASE THAT EXTENDS 6" UP THE WALL AT OUTSIDE OF FREEZER/COOLER PANELS AND THE INSIDE OF COOLER PANELS 6" TALL STRIPS OF 1/4" DUROCK ARE ADHERED TO BOTTOM OF PANELS WITH CONSTRUCTION ADHESIVE AND SELF TAPING SCREWS ALTERNATING HIGH AND LOW PLACEMENT AT 8" ON CENTER. EPDXY COVED BASE TO BE POURED OVER DUROCK STRIPS AT FREEZER/COOLER PANELS. NO EPDXY FLOORING IN FREEZER NEEDED WITH METAL FLOORING SYSTEM PROVIDED BY MANUFACTURE. COVE BASE NOTE: 3/8" INTEGRAL COVED BASE THAT EXTENDS A MINIMUM OF 4" UP THE WALL IS COUNTERAREA(SELF-SERVICE BEVERAGE COUNTER)AND PROVIDED IN THE CUSTOMER NT IN THE RESTROOMS. THIS INCLUDES ALL REQUIRED FLOOR/WALL JUNCTURE, FLOOR/COUNTER TOE KICK JUNCTURE, FLOOR/MOP SINK JUNCTURE OF ANY LOW WALL MOUNTED MOP SINK, FLOOR/ELEVATED FLOOR SINK JUNCTURE AND CONTINUOUS COVED BASES. ALL OUTSIDE TILE CORNERS WILL HAVE MITERED EDGES. COUNTERTOP LAMINATE NOTE: COUNTER TOPS ARE FINISHED WITH FORMICA PLASITIC LAMINATE 9011 -NT ZEBRANO NATURELLE UNLESS NOTED OTHERWISE. INTERIOR SURFACED TO BE FINISHED WITH SAME OR WHITE PLASTIC LAMINATE WITH NO EXPOSED BAREWOOD ALLOWED IN CABINETS, SHELVING OR UNDERSIDE OF COUNTERS. 3M MILKY FILM NOTE: MAXIMUM WIDTH OF FILM IS 36". TOP OF FILM TO ALIGN WITH TOP OF LOWEST TABLE TOP HEIGHT OR ON ENTIRE LOWER PANEL ONLY IF PANEL IS LESS THAN LOWEST TABLE TOP HEIGHT. SEE INTERIOR ELEVATIONS ON A500 FOR ADDITIONAL INFORMATION. TILE NOTE: ALL TILED AREAS WHERE WATER WILL BE PRESENT (RESTROOM SERVING, ETC...) SHALL COMPLY WITH SECTION 1210.2 & 1210.3 OF 2013 CBC. TILE WILL BE APPIJED OVER MR. GYP. BD. & DUROCK & HAVE A COVED BASE THAT EXTENDS A MIN OF 4" UP THE WALL SEE INTERIOR ELEVATIONS, PARTITION TYPES & RESTROOM PLAN GENERAL NOTES FOR ADDI TONAL INFORMATION. ALL OUTSIDE CORNERS TO HAVE MITERED EDGES. TITLE 24 FINISH NOTE: INTERIOR FINISH SHALL BE PROVIDED IN ACCORDANCE WITH 2013 CBC (TITLE 24) SECTION 804, AS FOLLOWS: CLASS I VERTICAL ENCLOSURES; CLASS II CORRIDORS, CLASS III ROOMS. FINISH PLAN KEYED NOTES: 1OFLOOR SINK/ DRAIN — SEE DTL 2/A230 — SEE PLUMBING DRAWINGS FOR MORE INFORMATION. INSTALL FLOOR SINK AT EDGE OF CONCRETE PLATFORM AT SERVING. ® EPDXY FLOORING EPF1 WITH INTEGRAL COVED BASE. 0HABIT G.C. TO PROVIDE NEW 3M, MILKY WHITE FILM TO BE APPLIED OVER THE 3 BOTTOM PANELS OF THE EXISTING AND NEW STOREFRONT WINDOWS. SEE INTERIOR ELEVATIONS ON A500 FOR TOP OF FILM HEIGHT AND OTHER ADDITIONAL INFORMATION. LANDLORD SHALL APPROVE FROSTED FILM PRIOR TO INSTALLATION. /7\ ALL BACK OF HOUSE AREAS TO HAVE 2"x2" STAINLESS STEEL CORNER GUARDS OVER FRP AT OUTSIDE CORNERS FROM TOP OF EPDXY BASE TO CEILING. PROVIDED AND INSTALLED BY F.S.E.C. ® SS WALL CAP TO BE FULL HEIGHT OF SCHEDULED PARTITION - F.S.E.C. /-g-\ HABIT G.C. TO PROVIDE NEW OPAQUE FILM TO BE APPLIED OVER THE PANELS OF THE EXISTING AND NEW STOREFRONT WINDOWS. FILM TO BLOCK VIEWS OF ALL STUD FRAMING. PROVIDE FULL HT. FILM AT FULL HT. FURRING. PROVIDE SAME HT. FILM AS PLANTER BOX HT. LANDLORD SHALL APPROVE OPAQUE FILM PRIOR TO INSTALLATION. ./-7-\ FABRICATE CLOSURE PANEL BETWEEN WALL FINISH AND COOLER/FREEZER PANEL SURFACE - SEAL OPENING FULL HEIGHT ® PATCH EXISTING CONCRETE PATIO AS REQUIRED - SEAL W/ CS1 ® MTL2 - TILE/EPDXY TRANSITION STRIP - SEE DETAIL 6/A230 FOR ADD. INFO. 10 EPF1 TO BE RAN UP ALL THREE SIDES OF MOP SINK UP TO BOTTOM OF PLATFORM - SEE DETAIL 7/A400 FOR ADDITIONAL INFORMATION. 11 PLATFORM FOR CASEWORK OR EQUIPMENT - SEE SHEET A200 & A505 FOR ADDITIONAL INFORMATION. WATER HEATER ON 5-1/2" TALL CONC PAD WITH EPDXY FLOORING TO RUN 12 UP AND OVER PAD CONTINUOUS WITH FOOD PREP FLOOR - SEE 8/A400. _1 NOTE: 15/32" PLYWOOD GLUED AND SCREWED DOWN (6" SPACING ON SCREWS AT SHEET EGGES, 12" EACH WAY IN THE FIELD OF EACH SHEET) ACROSS THE ENTIRE SPACE. a. rE: 8? :•:moi:;. :>jl ✓:'i;;: =II l-' ■ 'IL P4 . •r,1111i ,,v I ":...... ���■■ INN 91' .32111116'111111111111111111•11 mmoc::::::::::::= 't B1 'lir rmi■•1111111111 ■■ NIIIIIIMMINFAMIll l,. .i?4r:!>: .:». :::: NIIIMMEN991 ' 2'z': ' NO" FINISH: BEHIND -,FREEZER.:OR : COOLER . TAPE. & PRIME GYP. B1).:•&.DUROCK mINO IIIII."1 NINA grIZAIWZMIIMAIIIIWAIMI I■Dull■■ ■■■L■I■u I■• r 7 B1-" ■BisMIIMME ■�■!'■■— P4 P4 �.=■ ' ■pmm�r®l1. ■�■■■ i■I�. Jf■■1■ 111111111L:10M.11110 millipommommumuumma 1,1131111111111111111111111101-- ' , I.���������il ■l+ r V 5Lento...A NO EPDXY FLOORING UNDER FREEZER FINISH PLAN SCALE: 1/4'-1'-0' RECEIVED CITY OF TUKviiiiLA MAR 17 2016 PERMIT CENTER MATENALS DULE OPTION MANAPACTUFE IDENTIFICATION COLO NOTES ITEM P1 PAINT BENJAMIN MOORE PM -29 NAVAJO WHITE LEVEL 4 BACK ROLL SEMI -GLOSS FINISH - OFFICE DOOR Sc FRAME (BOTH SIDES), SERVICE DOOR (INTERIOR SIDE ONLY), INSIDE R.R. DOOR JAMBS 105 P2 PAINT BENJAMIN MOORE 2111-40 TAOS TAUPE LEVEL 4 BACK ROLL FINISH, EGGSHELL FINISH TYPICAL (SEMI -GLOSS FOR RESTROOM CEILINGS) 101,107,108 p3 PAINT BENJAMIN MOORE HC -11 MARBLEHEAD GOLD LEVEL 4 BACK ROLL EGGSHELL FINISH 100,101 p4 PAINT BENJAMIN MOORE 2091-20 RUSTIC BRICK LEVEL 4 BACK ROLL EGGSHELL FINISH 100,101 P5 PAINT BENJAMIN MOORE HC -37 MYSTIC GOLD (TAN) LEVEL 4 BACK ROLL EGGSHELL FINISH 100,101 P6 PAINT BENJAMIN MOORE HC -112 TATE OLIVE FLAT EXTERIOR PAINT EXTERIOR P7 PAINT BENJAMIN MOORE HC -39 PUTNAM IVORY FLAT EXTERIOR PAINT EXTERIOR pg PAINT BENJAMIN MOORE 2164-10 SADDLE BROWN FLAT EXTERIOR PAINT EXTERIOR pg PAINT BENJAMIN MOORE 1003 KITTEN WHISKERS FLAT EXTERIOR PAINT EXTERIOR CF1 CLEAR FINISH BENJAMIN MOORE 423 BENWOOD STAYS CLEAR LOW LUSTRE INTERIOR WOOD FINISH INTERIOR CF2 CLEAR FINISH BENJAMIN MOORE 623 ARBORCOAT LOW LUSTRE EXTERIOR WOOD FINISH EXTERIOR WC1 WALL COVERING CUSTOM CUSTOM CUSTOM PRINT BAMBOO PRINT WAINSCOT ON 1/2" PLYWOOD (BY MILLWORK VENDER) 100,101,106 Ti FLOOR TILE ARIZONA TILE MISINGI SERIES MISINGI TEKA 8" x 32" CERAMIC TILE DINING & RESTROOM FLOORING CONTACT: PATTY BOGGS pboggs@arizonatile.com 1.818.305.1204 100,101,106,107,108 T2 FLOOR TILE ARIZONA TILE MISINGI SERIES MISINGI TEKA 5" x 32" CERAMIC TILE DINING & RESTROOM FLOORING 100,101,106,107,108 T3 WALL TILE DALTILE RITTENHOUSE SQUARE WHITE 0100 3" x 6" GLAZED CERAMIC SUBWAY WALL TILE W/ BEVELED EDGE - RUNNING BOND PATTERN & DRY STACKED CONTACT: national.accounts©daltile.com 1.877.556.5728 102,107,108 M11 MOSAIC GLASS TILE DALTILE CITY LIGHTS CAPRI CL68 MENS TOILET ROOM ACCENT TILES - INSTALL FLUSH W/ SUBWAY TILE, PROVIDE BACKING AS REQUIRED 107 MT2 MOSAIC GLASS TILE DALTILE CITY LIGHTS ST. THOMAS CL70 WOMENS TOILET ROOM ACCENT TILES - INSTALL FLUSH W/ SUBWAY TILE, PROVIDE BACKING AS REQUIRED 108 GR1 FLOOR TILE GROUT CUSTOM BUILDING PRODUCTS POLYBLEND #60 CHARCOAL SANDED GROUT TO BE USED WITH Ti & T2 DINING/ RESTROOM FLOORING - 3/16" GROUT LINES 100,101,106,107,108 GR2 WALL TILE GROUT CUSTOM BUILDING PRODUCTS POLYBLEND #381 BRIGHT WHITE UNSANDED GROUT - GROUT SUBWAY TILE'S BEVELED EDGE TO PRODUCE 1/16" GROUT LINES 102,107,108 MTL1 METAL CORNER STRIP SCHLUTER RONDEC BRUSHED BLACK CONT. BRUSHED BLACK ANODIZED ALUM RONDEC SCHLUTER STRIP 100,101 MTL2 METAL TRANSITION STRIP SCHLUTER SCHIENE BRUSHED STAINLESS STEEL S.S. TILE/EPDXY TRANSITION STRIP OR BLACK ALUMN. APPROVED OTHER 101,102 EPF1 EPDXY FLOORING SUNBELT EPDXY FLOORING - QUARTZ (BROWN) WITH SAND TEXTURE & INTREGAL COVE BASE (3/8" INSIDE RADIUS) CONTACT: Chris Kelly ckelly0sunbeltflooring.com 1.909.606.7623 104103,104,105 B1 TILE BASE 0 DINING ROOM ARIZONA TILE MISINGI SERIES MISING TEKA 5" x 32" TILE BASE (TYP. IN DINING ROOM) (BY G.C.) 100,101 B2 TILE COVE BASE 0 RESTROOMS DALTILE P521 -S -3639T GOLD 6" x 13" COVE BASE W/ 3/8" RAD. (TYP. IN RESTROOM) (BY G.C.) 107,108 B3 TILE COVE BASE 0 COUNTER DALTILE P524 -S -3639T SUEDE 6" x 13" COVE BASE WI 3/8" RAD. (TYP. AT ORDER AND BEV. COUNTER) 101 BA1 ALUMINUM BAND EXTRUDE -A -TRIM 1E2434 ANODIZED 2" W x 1/4" THICK - FALSE MULLION FOR TOP OF 3M MILKY FILM TERMINATION IF NO LOWER STOREFRONT PANE IS PRESENT. PAINT ALUMINUM BAND TO MATCH EXISTING STOREFRONT. SEE DETAIL ON A400. 100, 101 BA2 ALUMINUM CORNER GUARD EXTRUDE -A -TRIM 1E1213 SATIN BLACK 3/4"x3/4"x1/16" - ALL OUTSIDE CORNERS 0 FOH - BY MILLWORK VEND 100,101 FRP1 FIBER REINFORCED WALL PANELS MARLITE STANDARD FRP P199 BRIGHT WHITE FRP PANELS W/ PEBBLE FINISH & PVC TRIM MOLDING 103,104,105 PL1 PLASTIC LAMINATE FORMICA 9011 -NT ZEBRANO NATURELLE SERVICE COUNTER & TRASH RECEPTACLES (BY MILLWORK VENDER) 101,102 pu PLASTIC LAMINATE FORMICA 459-58 BRITE WHITE MATTE STORAGE OFFICE (BY MILLWORK VENDER) 105 PL3 PLASTIC LAMINATE NEVAMAR WZ0018T NATURAL BAMBOO TEXTURE FINISH - TABLE TOP FINISH (BY MILLWORK VENDER) 100,101 SS1 SOLID SURFACE CEASERSTONE 2370 MOCHA POS COUNTER AND BEVERAGE STATION & LOW WALL CAPS (SMOOTH WASHABLE FINISH) (BY MILLWORK VENDER) 102 SST SS WALL PANEL CUSTOM CUSTOM CUSTOM BEHIND EXHAUST HOOD - PILLOWED BY F.S.E.C. 102,103 C1 GYPSUM LAY -IN CEILING PANEL- CLEANABLE SURFACE USG INTERIORS, INC NATIONAL GYPSUM USG 3270 CLIMAPLUS GB 5045 GRIDSTONE WHITE 2'x4'x1/2" IN C3 GRID 103,104,105 C2 LAY -IN TECTUM ACOUSTICAL CEILING PANELS IN WHITE RUNNING BOND GRID TECTUM INC. TONICO WHITE 2'x4'x1" LAY -IN TECTUM TONICO CEILING PANELS W/ 13/32" RABBET DEPTH IN A WHITE C3 RUNNING BOND GRID. G.C. TO SCRAPE CUT ENDS AS REQUIRED. (TECTUM:1.800.832.8869) 100,101 C3 LAY -IN GRID ARMSTRONG PRELUDE XL WHITE STAC CUP USED FOR ASHLAR CONDITOINS IN RUNNING BOND GRID LAYOUT 100-105 CS1 CONCRETE SEALER MIRACLE SEALANT CO SG511 CLEAR W/ H&C SHARK GRIP SUP RESISTANT ADDITIVE. 1 QT. PER 500 SF MAX. N/A Fl "3M MILKY" TRANSLUCENT WINDOW FILM 3M FASARA GLASS FINISH SH2MAML MILKY WHITE INSTALL IN DINING AREA ON INSIDE FACE OF GLASS - (BA1) ON INSIDE FACE OF STOREFRONT 0 36" A.F.F. IF NO LOWER PANE IS PRESENT. 100, 101 F2 "BLOCKOUT" OPAQUE WINDOW FILM 3M 3635-20b WHITE MATTE OR 3635-22b BLACK MATTE BLACK OR WHITE - SEE ELEVATIONS, VERIFY W/ LL 48" WIDE BLOCKOUT FILM FULL HT FILM TO COVER ENTIRE STOREFRONT PANE TO BLOCK VIEWS OF ALL STUD FRAMING. N/A UPH1 BOOTH UPHOLSTERY KEYSTONE BOLTAFLEX# VIN -12 MOCHA LOWER BOOTH BACK (BY MILLWORK VENDER) 101 UPH2 BOOTH UPHOLSTERY SYMPONY CLASSIC FUDGE BOOTH SEAT HEAD, ROLL & END PANEL (BY MILLWORK VENDER) 101 CD1 COMPOSITE DECKING TIMBERTECH EARTHWOOD EVOLUTION TROPICAL PACIFIC TEAK CAPPED COMPOSITE WITH MITER EDGE N/A S1 STACKED STONE ELDARADO STACKED STONE PAGOSA W/ CRAFTSHIELD STONE VENEER PROTECTIVE TREATMENT N/A 2'-0" FLOOR DRAIN SCALE: 1 Ur -r -o• ROOM SCHEDULE NUMBER ROOM NAME 100 ENTRY QUEUE 101 DINING 102 EXPO 103 KITCHEN 104 105 106 107 108 FOOD PREP OFFICE HALLWAY MEN WOMEN 109 PATIO FINISH PLAN GENERAL NOTES: l EPDXY NOTE: THE FINISH WILL BE SMOOTH BELOW EQUIPMENT & SLIP RESISTANT IN WALKWAYS WITH FLOOR DRAINS PROVIDED TO WASH DOWN THE FLOORS. EPDXY TO BE APPLIED OVER THE 5/8" DUROCK AT BOTTOM OF WALLS AND HAVE A 3/8" COVED BASE THAT EXTENDS 6" UP THE WALL AT OUTSIDE OF FREEZER/COOLER PANELS AND THE INSIDE OF COOLER PANELS 6" TALL STRIPS OF 1/4" DUROCK ARE ADHERED TO BOTTOM OF PANELS WITH CONSTRUCTION ADHESIVE AND SELF TAPING SCREWS ALTERNATING HIGH AND LOW PLACEMENT AT 8" ON CENTER. EPDXY COVED BASE TO BE POURED OVER DUROCK STRIPS AT FREEZER/COOLER PANELS. NO EPDXY FLOORING IN FREEZER NEEDED WITH METAL FLOORING SYSTEM PROVIDED BY MANUFACTURE. COVE BASE NOTE: 3/8" INTEGRAL COVED BASE THAT EXTENDS A MINIMUM OF 4" UP THE WALL IS COUNTERAREA(SELF-SERVICE BEVERAGE COUNTER)AND PROVIDED IN THE CUSTOMER NT IN THE RESTROOMS. THIS INCLUDES ALL REQUIRED FLOOR/WALL JUNCTURE, FLOOR/COUNTER TOE KICK JUNCTURE, FLOOR/MOP SINK JUNCTURE OF ANY LOW WALL MOUNTED MOP SINK, FLOOR/ELEVATED FLOOR SINK JUNCTURE AND CONTINUOUS COVED BASES. ALL OUTSIDE TILE CORNERS WILL HAVE MITERED EDGES. COUNTERTOP LAMINATE NOTE: COUNTER TOPS ARE FINISHED WITH FORMICA PLASITIC LAMINATE 9011 -NT ZEBRANO NATURELLE UNLESS NOTED OTHERWISE. INTERIOR SURFACED TO BE FINISHED WITH SAME OR WHITE PLASTIC LAMINATE WITH NO EXPOSED BAREWOOD ALLOWED IN CABINETS, SHELVING OR UNDERSIDE OF COUNTERS. 3M MILKY FILM NOTE: MAXIMUM WIDTH OF FILM IS 36". TOP OF FILM TO ALIGN WITH TOP OF LOWEST TABLE TOP HEIGHT OR ON ENTIRE LOWER PANEL ONLY IF PANEL IS LESS THAN LOWEST TABLE TOP HEIGHT. SEE INTERIOR ELEVATIONS ON A500 FOR ADDITIONAL INFORMATION. TILE NOTE: ALL TILED AREAS WHERE WATER WILL BE PRESENT (RESTROOM SERVING, ETC...) SHALL COMPLY WITH SECTION 1210.2 & 1210.3 OF 2013 CBC. TILE WILL BE APPIJED OVER MR. GYP. BD. & DUROCK & HAVE A COVED BASE THAT EXTENDS A MIN OF 4" UP THE WALL SEE INTERIOR ELEVATIONS, PARTITION TYPES & RESTROOM PLAN GENERAL NOTES FOR ADDI TONAL INFORMATION. ALL OUTSIDE CORNERS TO HAVE MITERED EDGES. TITLE 24 FINISH NOTE: INTERIOR FINISH SHALL BE PROVIDED IN ACCORDANCE WITH 2013 CBC (TITLE 24) SECTION 804, AS FOLLOWS: CLASS I VERTICAL ENCLOSURES; CLASS II CORRIDORS, CLASS III ROOMS. FINISH PLAN KEYED NOTES: 1OFLOOR SINK/ DRAIN — SEE DTL 2/A230 — SEE PLUMBING DRAWINGS FOR MORE INFORMATION. INSTALL FLOOR SINK AT EDGE OF CONCRETE PLATFORM AT SERVING. ® EPDXY FLOORING EPF1 WITH INTEGRAL COVED BASE. 0HABIT G.C. TO PROVIDE NEW 3M, MILKY WHITE FILM TO BE APPLIED OVER THE 3 BOTTOM PANELS OF THE EXISTING AND NEW STOREFRONT WINDOWS. SEE INTERIOR ELEVATIONS ON A500 FOR TOP OF FILM HEIGHT AND OTHER ADDITIONAL INFORMATION. LANDLORD SHALL APPROVE FROSTED FILM PRIOR TO INSTALLATION. /7\ ALL BACK OF HOUSE AREAS TO HAVE 2"x2" STAINLESS STEEL CORNER GUARDS OVER FRP AT OUTSIDE CORNERS FROM TOP OF EPDXY BASE TO CEILING. PROVIDED AND INSTALLED BY F.S.E.C. ® SS WALL CAP TO BE FULL HEIGHT OF SCHEDULED PARTITION - F.S.E.C. /-g-\ HABIT G.C. TO PROVIDE NEW OPAQUE FILM TO BE APPLIED OVER THE PANELS OF THE EXISTING AND NEW STOREFRONT WINDOWS. FILM TO BLOCK VIEWS OF ALL STUD FRAMING. PROVIDE FULL HT. FILM AT FULL HT. FURRING. PROVIDE SAME HT. FILM AS PLANTER BOX HT. LANDLORD SHALL APPROVE OPAQUE FILM PRIOR TO INSTALLATION. ./-7-\ FABRICATE CLOSURE PANEL BETWEEN WALL FINISH AND COOLER/FREEZER PANEL SURFACE - SEAL OPENING FULL HEIGHT ® PATCH EXISTING CONCRETE PATIO AS REQUIRED - SEAL W/ CS1 ® MTL2 - TILE/EPDXY TRANSITION STRIP - SEE DETAIL 6/A230 FOR ADD. INFO. 10 EPF1 TO BE RAN UP ALL THREE SIDES OF MOP SINK UP TO BOTTOM OF PLATFORM - SEE DETAIL 7/A400 FOR ADDITIONAL INFORMATION. 11 PLATFORM FOR CASEWORK OR EQUIPMENT - SEE SHEET A200 & A505 FOR ADDITIONAL INFORMATION. WATER HEATER ON 5-1/2" TALL CONC PAD WITH EPDXY FLOORING TO RUN 12 UP AND OVER PAD CONTINUOUS WITH FOOD PREP FLOOR - SEE 8/A400. _1 NOTE: 15/32" PLYWOOD GLUED AND SCREWED DOWN (6" SPACING ON SCREWS AT SHEET EGGES, 12" EACH WAY IN THE FIELD OF EACH SHEET) ACROSS THE ENTIRE SPACE. a. rE: 8? :•:moi:;. :>jl ✓:'i;;: =II l-' ■ 'IL P4 . •r,1111i ,,v I ":...... ���■■ INN 91' .32111116'111111111111111111•11 mmoc::::::::::::= 't B1 'lir rmi■•1111111111 ■■ NIIIIIIMMINFAMIll l,. .i?4r:!>: .:». :::: NIIIMMEN991 ' 2'z': ' NO" FINISH: BEHIND -,FREEZER.:OR : COOLER . TAPE. & PRIME GYP. B1).:•&.DUROCK mINO IIIII."1 NINA grIZAIWZMIIMAIIIIWAIMI I■Dull■■ ■■■L■I■u I■• r 7 B1-" ■BisMIIMME ■�■!'■■— P4 P4 �.=■ ' ■pmm�r®l1. ■�■■■ i■I�. Jf■■1■ 111111111L:10M.11110 millipommommumuumma 1,1131111111111111111111111101-- ' , I.���������il ■l+ r V 5Lento...A NO EPDXY FLOORING UNDER FREEZER FINISH PLAN SCALE: 1/4'-1'-0' RECEIVED CITY OF TUKviiiiLA MAR 17 2016 PERMIT CENTER L a z TO BASE OF ROOM NAME GRAPHICS PLAN GENERAL NOTE: G.C. TO REFER TO LIGHTING AIMING GUIDE IN SPEC BOOK TO AIM ALL ARTWORK LIGHTING CORRECTLY. t`* PROVIDE BY OMER - QC TO WALL LINA. ITEM 0 NILE NE •, O MENU BOARD 99.25" x 37.25" 2" STAINLESS STEEL O2 THERE'S NO SUBSTITUTE FOR QUALITY (BY SIGNAGE CONTRACTOR) SEE SHOP DWGS NONE O3 ESTABLISHED 1969 IN SANTA BARBARA (BY SIGNAGE CONTRACTOR) SEE SHOP DWGS NONE O4 ORDER PICK-UP (BY SIGNAGE CONTRACTOR) SEE SHOP DWGS NONE OCUSTOM BUILT (BY SIGNAGE CONTRACTOR) SEE SHOP DWGS NONE O DIGITAL DISPLAY BOARD SEE SHOP DWGS NONE O BLAST - RIGHT FACING 36" x 36" 4" SQUARE WOOD O STORYBOARD 48" x 52" 3/4" SHADOWBOX WOOD O LIFE GUARD TOWER 24" x 32" 4" SQUARE WOOD 10 SB STREET SIGN 48" x 32" 4" SQUARE WOOD 11 SANTA BARBARA HARBOR SCENE 48" x 32" 4" SQUARE WOOD 12 FEMALE WIND SURFER -RED -RIGHT FACING 36" x 36" 4" SQUARE WOOD 13 PALM TREES 52" x 21.5" 3/4" SHADOWBOX WOOD 14 RED SURFBOARD 32" x 32" 4" SQUARE WOOD 15 BIG WAVE 48" x 32" 4" SQUARE WOOD 16 GIRL SURFER 32" x 32" 4" SQUARE WOOD PROM BY OVAER - G.C. TO MALL UXO. ITEM 0 111LE •, MAXIMUM OCCUPANCY SINAGE CENTER AT 6'-O" AFF - SEE 2/A240 01 HABIT DOOR LOGO INTERIOR SIDE 02 HOURS OF OPERATION INTERIOR SIDE 03) OPEN/CLOSED SLIDER INTERIOR SIDE 0 CONDIMENT LABELS 05 ACCESSIBIUTY LOGO NONE 06 EXIT SIGNAGE SEE DETAIL 3/A240 07) 08 RESTROOM SIGNAGE SEE DETAIL 4/A240 TOILET DOOR SIGNAGE SEE SHEET A250 FOR DETAILS 09 EMPLOYEES MUST WASH HANDS,,, SIGN ABOVE TOWEL DISPENSER 10 ECO FLUSH SIGN ABOVE FLUSH VALVE, HANDLE SIDE 411. NO SMOKING AT PATIO SIMILAR TO 4/A240 FIRE EXTINGUISHER MOUNT ADJACENT TO WALL BRACKET ® PROPOSITION 65 WARNING .. TO BASE OF TOP BRAILLE CHARAATERS UNE OF TEXT BRAILLE 0 COy "4-T 1. TACTILE WALL MOUNTED SIGNAGE TO BE LOCATED AT 60" A.F.F. TO THE CENTERLINE OF THE SIGN ON THE LATCH SIDE OF THE DOOR AND SO THAT A PERSON CAN STAND WITHIN 3" OF THE SIGN AND NOT BE HIT WITH THE SWING OF THE DOOR OR 9" O.C. FROM THE DOOR JAMB ON THE PUSH SIDE OF THE DOOR. (2013 CBC 11D-703.4.1 & 11B-703.4.2) 2. FINISH AND COPTRAST OF THE SIGN SHALL COMPLY WITH 2013 CBC 11B 703.5.1. 3. PROPORTIONS 07 THE SIGN SHALL COMPLY WITH 2013 CBC 11B 703.5.4. 4. CHARACTER HEIGHTS ON THE SIGN SHALL COMPLY WITH 2013 CBC 11B 703.5.5. 4 ROOM SIGNAGE SCALE: N.T.S EXIT 0 BASE OF L.: BRAILLE CHARACTERS BRAILLE TO BASE OF TO LINE OF TEXT , Q ca 1. TACTILE EXIT SIGNAGE SHALL BE INSTALLED WHERE REQUIRED BY 2013 9,13-y CBC 1011.4 AND SHALL COMPLY WITH 2010 CBC 11B-703. 2. FINISH AND CONTRAST OF -HE SIGN SHALL COMPLY WITH 2013 CBC 11B-703.5.1. 3. PROPORTIONS OF THE SIGN SHALL COMPLY WITH 2013 CBC 11B-703.5.4 4. CHARACTER HEIGHTS ON T 2013 CBC 11 B-703.5.5. E SIGN SHALL COMPLY WITH 5. RAISED CHARACTERS AND PICTORIAL SYMBOLS SHALL COMPLY WITH 2013 CBC 11B-703.5.6. 6. BRAILLE ON THE SIGN SHA L COMPLY WITH 2013 CBC 11B-703.3. 7. MOUNTING HEIGHT AND LO TION OF THE SIGN SHALL COMPLY WITH 2013 CBC 11B-703.5.6. TACTILE SIGNAGE SCALE: N.T.S • MAXIMUM OCCUPANCY 72 12" 1. OCCUPANCY SIGN SHALL COMPLY WITH 2013 CBC 1004.3: EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. 2. PROVIDE "MAXIMUM OCCUPANCY" SIGNAGE CENTER MOUNTED AT 6'-0" A.F.F OCCUPANCY SIGNAGE SCALE: N.T.S (o, ,:. S8 HARM MBE 48" x 32" 487'x 3 's?csst;,ts'sss, sswsssrai ragEMOMMEHO ABSMED 1969........ 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',»,i .' ...f.,,3 ,.> 1.„ g ,,„ ..,, ,, ,,rr.,»» „» a.»,# F s ..,,.r ,..... r..,s..,£,.,1,.. .1 e,. .,; „ ,; s + ++;,++iu,:.vn„»Y.v „„,.,m 1 if" s V •L xv. „y»ri # ,#,,,„»» ,---; „ .t,..k..»»..» , »»t.,»y.,a„,.:., <■s g { { » ' ry+v' #' £ ",; n a' 1 y :::»w„'ay. S „n{u,r»i3 +'r,+. v»',„,„„! # l ) �^{ y z f i 5 5 „,3_,..„3"of .,,»w.+ 3 w� ifa s '• w5 f , 5£ # 3„_,..L„,:i,$,: # , .. • 1111, »S, «..,.,:f,««ami EE �,..,.kw 5 , r. F A AC D N MENS RESTROOM ELEVATIONS SCALE: siaa-rc Q 0 W MEASURED TO THE TOP PER 2013 CBC 11B-308.1.1 FIRE EXTINGUISHER w 0 N CONTROLS, OUTLETS AND SWITCHES LINE OF CEILING LINE OF SIDE WALL GRAB BAR 6" MAX. FROM WALL 36" MIN. GRAB BAR 12", 24" _ MIN. MIN. 1' Y2„ I „__ J I it I I M (d' a1 I___I ._:j- T.P. J T.P. HOLDER J LL C 6 17, 8FLUSH CONTROL ON ', WIDE SIDE OF TOILET LINE OF REAR WALL 54" MIN. 42" MIN. WATER CLOSETS SEAT COVERS MIN 9 MAX 24" MIN. Cr) 15. M rat N NOTE: PROVIDE STANDARD HT IF (2) URINALS ARE PRESENT NAPKIN DISPOSAL WOMENS SEE SHEET G120 FOR ADDITIONAL ACCESSIBILITY CODE REQUIREMENTS. fEQUAL EQUAL - FEMININE NAPKIN DISPENSER URINALS TYPICAL ACCESSIBLE MOUNTING HEIGHTS DOOR SIGNAGE: SCALE: N.T.S PROVIDE SOUD BLOCKING AS SHOWN - TWO FRAMING SPACES MINIMUM 3 FASTENERS EACH SIDE OF BACK PANEL INTO SOILD BLOCKING - KOALA KARE PRODUCTS KB200-05 HORIZONTAL BABY CHANGING STATION / / / / / 2 OO FINISH FLOOR SURFACE -\ FRONT VIEW PROVIDE SOIJD BLOCKING AS SHOWN - TWO FRAMING SPACES MINIMUM / / FASTENER LOCATIONS - / SEE FRONT ELEVATION U N7-4� a 11-1 016n 0 2 FACE OF WALL / SIDE VIEW BABY CHANGING STATION SCALE: 1' - r -o• Z N a MIRROR 07 Z 00 -SOAP DISPENSER INSULATE ALL WATER & DRAIN PIPES & NO SHARP OR ABRASIVE SURFACE BELOW LAVATORY TOILET ROOM ACCESSORIES SIGNS SHALL BE CENTERED (LEFT TO RIGHT) ON DOOR FACE U, CENTERLINE OF SYMBOL 12' 12' 0 CD z Co tO 1 " HIGH RAISED T NOTE., SIGNS TO HAVE WHITE LETTERING ON BLUE BACKGROUND WALL SIGNAGE- ADJACENT TO DOOR 6" y 6" MIN. 'I 'I M. 9i" HIGH (MIN.) RAISED TEXT C6 BRAILLE- SEE ENLARGED DETAIL (MOUNT SO A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT OBSTRUCTIONS) / / / / / SIGNAGE r 100 101-0" 2'-5" 1'-10" 1'-2" SEE 4/A250 F%a Tyr l Y,,,,h,. FOR DIM „ .. wsysiaa,� • t�4 54"x54" C /30"x48" C� 60" DIA. CLR. /lr vn, is Sf .::f3 48"x48" CLR. I I HALL�IAY I I 3'8" I/ 11 _7$1 48"x48" CLR. 54"x54" CLR x48" CLR. RESTROOM RESTROOM ADJACENT TO DOOR SIGNAGE- SEE 6/A250 FOR ADD. INFO RESTROOM DOOR SIGNAGE SEE 6/A250 FOR ADD. INFO 3" METAL STUD FRAMING TOWEL DISPENSER " 8 0 F- ;4 - TRASH TRASH RECEPTACLE i� I M z 03 OOH La. a 9 1 N PAPER TOWEL AND WASTE ENLARGED BRAILLE DETAIL: fa, 00 MEN - GRADE 2 BRAILLE 0 0.0 00 O 3 00 00 _o _'0 WOMEN - GRADE 2 BRAILLE 1 DOORWAYS LEADING TO TOILET ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL THE SYMBOL SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL WHERE A DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. MEN'S TOILET FACILTfIES: MEN'S TOILET FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. WOMEN'S TOILET FACILITIES: MEN'S TOILET FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4 INCH THICK AND 12 INCHES IN DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. RESTROOM SIGNAGE STANDARDS SCALE: N.T.S L.. NOTE: SET DOOR STOP TO MAKE SURE DOOR STAYS CLEAR OF LIGHT FIXTURE 1 y>!:r 5r, s%rs�''S55% r3,� fsttfy¢ n <55 yffS:.f,G �:t�i%«may. ENLARGED RESTROOM PLAN SCALE: 1/214-0' RESTROOM PLAN GENERAL NOTES: 1. ALL WALL DIMENSIONS ARE TO THE FACE OF DRYWALL. ALL PLUMBING FIXTURES AND ACCESSORIES DIMENSIONS AND MINIMUM CLEAR SPACES REQUIRED WILL BE MEASURED EXPOSED TILE FACE. 2. REFER TO SHEET G120 FOR FURTHER ACCESSIBLE REQUIREMENTS AND PARAMETERS. 3. ALL SWITCHES AND OUTLET SHALL BE MOUNTED ACCORDING TO GUIDELINES SHOWN ON SHEET G120. 4. DOOR SWINGS SHALL NOT ENCROACH ONTO REQUIRED 5'-0" DIAMETER CLEAR TURNING RADIUS MORE THAN 12" 5. FOR RESTROOM ACCESSORIES MANUFACTURER INFORMATION AND MODEL NUMBERS, SEE DIVISION 10 SECTION OF SPECIFICATION SHEET A120. 6. SEE SHEET A230 FOR FINISH SCHEDULE AND ADDITIONAL FINISH INFORMATION. 7. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE (TILE) WHICH IS APPLIED OVER 5/8" DUROCK & EXTENDS UPWARD ONTO THE WALLS AT LEAST 4 INCHES. WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 24 INCHES OF THE FRONT AND SIDES OF URINALS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE (TILE APPLIED OVER M.R. GYP. BD. & DUROCK) TO A MINIMUM HEIGHT OF 48 INCHES AND, EXCEPT FOR STRUCTURAL ELEMENTS THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. (2012 IBC 1210.1 - 1210.4). VINYL OR LINOLEUM FLOORING DOES NOT QUALIFY AS SMOOTH, HARD, NONABSORBENT SURFACE. SEE INTERIOR ELEVATIONS & PARTITION TYPES FOR ADD. INFO. FOR FINISHES. 8. PROVIDE BLOCKING AS REQUIRED FOR ALL TOILET PARTITIONS & ACCESSORIES. Vo -Db RECEWED CITY OF TUKWILA MAR 17 2016 PERMIT CENTER TOILET ACCESSORIES O MIRROR - SEE DETAIL 4/A250 FOR ADDITIONAL INFORMATION. OBOBRICK STAINLESS STEEL PURSE HOOK. (WOMEN'S RESTROOM ONLY) O SOAP DISPENSER - OWNER PROVIDED, G.C. TO INSTALL ® PAPER TOWEL DISPENSER - OWNER PROVIDED, G.C. TO INSTALL OSEMI -RECESSED TRASH CAN - SEE DETAIL 4/A250 FOR ADA ACCESSIBLE MOUNTING HEIGHT O 36" GRAB BAR. SEE G120 AND 4/A250 FOR ADDITIONAL INFORMATION. O42" GRAB BAR. SEE G120 AND 4/A250 FOR ADDITIONAL INFORMATION. 7A 18' VERTICAL GRAB BAR. SEE G120 AND 4/A250 FOR ADDITIONAL INFORMATION. ® SEAT COVER / TOILET PAPER DISPENSER / (FEMININE NAPKIN DISPOSAL AT WOMEN'S). SEE DETAIL 4/A250 FOR ADA ACCESSIBLE MOUNTING HEIGHTS. 0,RECESSED TOILET PAPER DISPENSER - SEE DETAIL 4/A250 FOR ADA ACCESSIBLE MOUNTING HEIGHTS. 8B RECESSED TOILET PAPER DISPENSER / FEMININE NAPKIN DISPOSAL - SEE DETAIL 4/A250 FOR ADA ACCESSIBLE MOUNTING HEIGHTS. 0,RECESSED SEAT COVER DISPENSER - SEE DETAIL 4/A250 FOR ADA ACCESSIBLE MOUNTING HEIGHTS. O BABY CHANGING STATION- SEE 5/A250 10 DOOR MOUNTED COAT HOOK ON STALL SIDE OF RESTROOM TOILET PARTITION DOOR. AT ACCESSIBLE RESTROOM AT LEAST (1) SHALL NOT BE MOUNTED HIGHER THAN 48" A.F.F. 11 STAINLESS STEEL WALL HUNG TOILET PARTMON 12 WALL MOUNTED LAVATORY WITH LEVER FAUCET AMERICAN STANDARDS SELECTRONIC #6055.105 AND 30" X 48" CLEAR FLOOR SPACE IN FRONT OF LAVORATORY. SEE DETAIL 4/A250 FOR INFORMATION. 13 TOILET WITH ADA COMPLIANT LEVER HANDLE MOUNTED ON ACCESSIBLE SIDE AND 48" CLR. FLOOR SPACE FRONT OF THE OF THE TOILET SEE G120 AND 4/A250 FOR ADDITIONAL INFORMATION. 14 ULTRA LOW FLOW URINAL WITH 30" X 48" CLEAR FLOOR SPACE IN FRONT OF URINAL SEE DETAIL 4/A250 FOR ADDMONAL INFORMATION. 15 6"X 12" COVED CERAMIC TILE BASE (B2). A FIXTURE AND EQUIPMENT PLAN GENERAL NOTES: 1. (1) WHEELCHAIR SEATING FOR EVERY (20) SEATS, WITH AT LEAST ONE PER EACH FUNCTIONAL AREA OF THE ESTABLISHMENT. SPACE MIN. 36" W. CLEAR AISLE & SEATS SHALL PROVIDE A TABLE OR COUNTER HEIGHT OF 28" TO 34" ABOVE FLOOR W/ A 27" H. x 30" W. x 19" D. KNEE SPACE UNDERNEATH 2. ALL INTERIOR TABLES, BOOTHS, AND HALF WALLS IN DINING ROOM TO BE PROVIDED AND INSTALLED BY FURNITURE VENDER UNLESS NOTED OTHERWISE. 3. ALL INTERIOR TABLES THAT ARE NOTED TO BE FIXED WILL BE ANCHORED INTO FLOOR SLAB BY FURNITURE VENDER UNLESS OTHERWISE NOTED. 4. ALL EXTERIOR TABLES TO ARE NOT FIXED. 5. ALL PATIO FURNITURE FURNISHED BY OWNER 6. ALL PATIO HEATERS TO BE PROVIDED AND INSTALLED BY G.C. 7. IF MUSHROOM PATIO HEATERS ARE USED HEATERS ARE TO BE FIXED INTO SLAB AND RAN OFF OF NATURAL GAS UNLESS NOTED OTHERWISE. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 8. IF TRELLIS/WALL MOUNTED HEATERS ARE USED HEATERS ARE TO BE RAN OFF OF NATURAL GAS UNLESS NOTED OTHERWISE. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. FIXTURE AND EQUIPMENT PLAN KEYED NOTES: FURNITURE VENDER TO FIX TABLE TO FLOOR/WALL DEPENDING ON LOCATION. HOLD TABLETOP 1" OFF WALL Q ALTECH 9' COMMERCIAL MARKET UMBRELLA PROVIDED AND INSTALLED BY OPERATIONS - SEE 2/A260. 0 SUNGLO PERMANENT POST HEATER IN UNDER GROUND VAULT PROVIDED AND INSTALLED BY G.C: MODEL NUMBER: PSA265 V, OVERALL HEIGHT: 93 IN., FUEL TYPE: NATURAL GAS, TYP NOMINAL SPACING: 12 FEET, FINISH: SS. PROVIDE VAULT "LEAVE OUTS" IN CONC FOR VAULT HEATERS - SEE DETAILS 3/A260 & 4/A260. ® NOT USED O WATER HEATER ON CONCRETE PAD - SEE 8/A400. © MOP SINK WITH SHELF ABOVE - SEE 7/A400. 07 NEW SERVICE COUNTER - REFER TO DETAILS ON A400 FOR ADD. INFO. ® NEW SELF -SERVE BEVERAGE STATION. - SEE KITCHEN EQUIPMENT SUPPLIER DRAWINGS FOR MORE INFORMATION. O DESK W/20" DEEP SHELVING ABOVE - SEE 2/E210 FOR ADDITIONAL INFORMATION. 10 WALL MOUNTED LOCKABLE KEY CABINET (THE HILLMAN GROUP MDL.# 711336) - INSTALL TOP OF CABINET ® 60" A.F.F. 1� 2 PATIO UMBRELLA SCALE: N.T.S PATIO HEATER (4 21_0„ 6-1/2"W x 12"D x 15'T UNDERGROUND VAULT BOX GAS SERVICE PIPE INTEGRAL METAL BRACKET/ SLEEVE WITHIN VAULT BOX • FOR POLE TO INSERT INTO 24"x24"15" OF 3/4" CLEAN GRAVEL BED BELOW UNDERGROUND VAULT BOX PATIO HEATER UNDER- GROUND VAULT DETAIL. U li L_ J • Oro ORMENVORO Ir 1 syy I I ••••1.. J' T -2E 14 i 13 m 12 7 11 B-1 L T -2L.1 59 SEAT NUMBER FOR REFERENCE ONLY 1 L -E nr ni CITY OF TUKWILA MAR 17 2016 PERMIT CENTER FIXTURE AND EQUIPMENT PLAN SCALE: 1/a• -r-0' NOTE: REFER TO SHEET G120 & A250 FOR ALL ACCESSIBLE REQUIREMENTS AND PARAMETERS E\! .l WED p.: R.. e fE TABLE SCHEDULE = TABLE NOT USED TABLE TYPE DESCRIPTION SEATS PER TABLE NUMBER OF TABLES SEATS PER TABLE TYPE INTERIOR TABLES I� I 1c= I if L., 1 ADA PULLMAN BOOTH 4 2 8 1 B -1L 2 i I_ ; T -1)L.1 = 3 B -1L 4 LOW PULLMAN BOOTH 4 2 8 1 B-1 L 2 ' .. ; T -1L 3 B-1 L 4 © LOW 2 TOP TABLE W/ (1) S -1L CHAIR 2 3 6 1 ' 3 T -2L S�1L➢ QD FIXED LOW 2 TOP TABLE W/(1)S-1L CHAIR 2 1 2 1 FIXED T -2L1 S -1u UE ADA LOW 2 TOP TABLE W/ (1) S -1L CHAIR 2 1 2 1 I � I �''` ( 2J„ . i r� _J LOW PULLMAN DEUCE BOOTH 2 5 10 B-1 L 1 1T -;2L ,..' B-1 L 2 Y Y-.rrr 5��. i~ r ap k AL? C TO1'Mr L V' I I(>L 1At7 BT 9 1 f. 3- y r f Y• CUSTOM LOW PULLMAN BOOTH 6 2 12 1 B -L 3 ......................................................... o ......................................................... T -4L 0 4 B -1 L 6 . • OVtF O -v:- --rte -tr � .,..,,. , r. al T..:.. • . !G PtJLLI\IAN TsOOTh 4 3 l B 1 r ' P I 1•��, + 1 TAr. LI, yet I'i1�3 �} • i PM. «j• '-2H C TA'R M } -•••••••:443- , BLE H� TOS A OO411414343 .411 HIGH TOP COMMUNITY W/ (-) S -2H CHAIRS 12 1 12 T -5H - BETABLE mocHampa •ti _._ _ • EXTERIOR TABLES 121 I• T-=.1 E 1 r, ) EXTERIOR 2 TOP TABLE W/ (2) S -3L CHAIRS 2 18 36 S -1L S -1L . r ! T T h -2E 1 ADA EXTERIOR TABLE W/ (4) S -3L CHAIRS 4 2 8 SI -44 �, AL I ca I L J TOTAL EXTERIOR TABLE & SEAT COUNT 20 44 RESTAURANT TOTAL SEAT COUNT (INTERIOR & EXTERIOR) 37 104 • DDIT • NAL EATIG BENCH TYPE DESCRIPTION LINEAL FEET CAPACITY 5 B -2L 2LF PER PERSON CUSTOM WAITING BENCH LF/2 = TOTAL CAPACITY 8'-6” TOTAL ADDITIONAL SEATING COUNT 5 FIXTURE AND EQUIPMENT PLAN GENERAL NOTES: 1. (1) WHEELCHAIR SEATING FOR EVERY (20) SEATS, WITH AT LEAST ONE PER EACH FUNCTIONAL AREA OF THE ESTABLISHMENT. SPACE MIN. 36" W. CLEAR AISLE & SEATS SHALL PROVIDE A TABLE OR COUNTER HEIGHT OF 28" TO 34" ABOVE FLOOR W/ A 27" H. x 30" W. x 19" D. KNEE SPACE UNDERNEATH 2. ALL INTERIOR TABLES, BOOTHS, AND HALF WALLS IN DINING ROOM TO BE PROVIDED AND INSTALLED BY FURNITURE VENDER UNLESS NOTED OTHERWISE. 3. ALL INTERIOR TABLES THAT ARE NOTED TO BE FIXED WILL BE ANCHORED INTO FLOOR SLAB BY FURNITURE VENDER UNLESS OTHERWISE NOTED. 4. ALL EXTERIOR TABLES TO ARE NOT FIXED. 5. ALL PATIO FURNITURE FURNISHED BY OWNER 6. ALL PATIO HEATERS TO BE PROVIDED AND INSTALLED BY G.C. 7. IF MUSHROOM PATIO HEATERS ARE USED HEATERS ARE TO BE FIXED INTO SLAB AND RAN OFF OF NATURAL GAS UNLESS NOTED OTHERWISE. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 8. IF TRELLIS/WALL MOUNTED HEATERS ARE USED HEATERS ARE TO BE RAN OFF OF NATURAL GAS UNLESS NOTED OTHERWISE. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. FIXTURE AND EQUIPMENT PLAN KEYED NOTES: FURNITURE VENDER TO FIX TABLE TO FLOOR/WALL DEPENDING ON LOCATION. HOLD TABLETOP 1" OFF WALL Q ALTECH 9' COMMERCIAL MARKET UMBRELLA PROVIDED AND INSTALLED BY OPERATIONS - SEE 2/A260. 0 SUNGLO PERMANENT POST HEATER IN UNDER GROUND VAULT PROVIDED AND INSTALLED BY G.C: MODEL NUMBER: PSA265 V, OVERALL HEIGHT: 93 IN., FUEL TYPE: NATURAL GAS, TYP NOMINAL SPACING: 12 FEET, FINISH: SS. PROVIDE VAULT "LEAVE OUTS" IN CONC FOR VAULT HEATERS - SEE DETAILS 3/A260 & 4/A260. ® NOT USED O WATER HEATER ON CONCRETE PAD - SEE 8/A400. © MOP SINK WITH SHELF ABOVE - SEE 7/A400. 07 NEW SERVICE COUNTER - REFER TO DETAILS ON A400 FOR ADD. INFO. ® NEW SELF -SERVE BEVERAGE STATION. - SEE KITCHEN EQUIPMENT SUPPLIER DRAWINGS FOR MORE INFORMATION. O DESK W/20" DEEP SHELVING ABOVE - SEE 2/E210 FOR ADDITIONAL INFORMATION. 10 WALL MOUNTED LOCKABLE KEY CABINET (THE HILLMAN GROUP MDL.# 711336) - INSTALL TOP OF CABINET ® 60" A.F.F. 1� 2 PATIO UMBRELLA SCALE: N.T.S PATIO HEATER (4 21_0„ 6-1/2"W x 12"D x 15'T UNDERGROUND VAULT BOX GAS SERVICE PIPE INTEGRAL METAL BRACKET/ SLEEVE WITHIN VAULT BOX • FOR POLE TO INSERT INTO 24"x24"15" OF 3/4" CLEAN GRAVEL BED BELOW UNDERGROUND VAULT BOX PATIO HEATER UNDER- GROUND VAULT DETAIL. U li L_ J • Oro ORMENVORO Ir 1 syy I I ••••1.. J' T -2E 14 i 13 m 12 7 11 B-1 L T -2L.1 59 SEAT NUMBER FOR REFERENCE ONLY 1 L -E nr ni CITY OF TUKWILA MAR 17 2016 PERMIT CENTER FIXTURE AND EQUIPMENT PLAN SCALE: 1/a• -r-0' NOTE: REFER TO SHEET G120 & A250 FOR ALL ACCESSIBLE REQUIREMENTS AND PARAMETERS E\! .l WED p.: R.. e fE EXISTING STRUCTURE ABOVE EXISTING DEMISING WALL FIELD VERIFY COMPLIANCE WITH 1 HOUR FIRE RESISTIVE CONSTRUCTION REQUIREMENTS - PROTECT DURING CONSTRUCTION. - G.C. REQUIRED TO PATCH AND REPAIR HABIT BURGER SIDE IF NECESSARY. ADJACENT TENANT TILE BASE W/ CLEAR SILICONE SEALANT 0 TOP OF BASE DINING PARTITION SHALL COMPLY WITH 1 HOUR FIRE RESISTIVE ASSEMBLY REQUIREMENTS I EXISTING DEMISING WALL a DINING FACE OF EXISTING DEMISING WALL - SECURE NEW FRAMING TO EXISTING STUDS - MAINTAIN PARTITION FIRE RATED CONSTRUCTION SUSPENDED WASHABLE LAY -IN CEIUNG TILES IN lo r li KITCHEN AREA KITCHEN AREA FOOD PREP FRP OVER 5/8" PLYWOOD IN FOOD PREP 1 5/8" 20GA 0 16" O.C. I (162S125-30) SHIM AS REQUIRED FOR TRUE AND FLAT WALL SURFACE 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL 3/8"COVED EPDXY BASE WI CLEAR SILICONE SEALANT 0 TOP OF BASE ANCHOR METAL TRACK TO WOOD SUBFLOOR WI HILTI XU TYPE FASTENERS 0 18" O.C. - TYP PER ICC ESR #2269 STUD TOP TRACK 150T125-30 FRP/S.S. WALL COVERING OVER 5/8" PLYWOOD IN KITCHEN - SEE FINISH PLAN FOR ADD. INFO ADJACENT TENANT SPACE STUD SILL TRACK 150T125-30 ., . 1 5/8' KITCHEN/FOOD PREP FURRING 6" KITCHEN/F.P. FURRING - SAME CONSTRUCTION AS PARTITION ABOVE. USE 6" 20GA (600S125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 6" STUD TRACKS (600T125-33) 3 5/8" KITCHEN/F.P. FURRING - SAME CONSTRUCTION AS PARTITION ABOVE. USE 3 5/8" 20GA (3625125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 3 5/8" STUD TRACKS (362T125-33) 2-1/2 KITCHEN/F.P. FURRING - SAME CONSTRUCTION AS PARTITION ABOVE. USE 2 1/2" 20GA (250S125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 2 1/2" STUD TRACKS (250T125-33) SOLID SURFACE SILL WOOD TRIM PIECE 1/2" PLYWOOD 6" 20GA 0 16" 0.C. (600S125-30) EXISTING STRUCTURE ABOVE ADJACENT TENANT EXISTING DEMISING WALL FIELD VERIFY COMPLIANCE WITH 1 HOUR FIRE RESISTIVE CONSTRUCTION REQUIREMENTS - PROTECT DURING CONSTRUCTION. - G.C. REQUIRED TO PATCH AND REPAIR HABIT BURGER SIDE IF NECESSARY. FRP OVER SHEATHING FROM FLOOR TO SCHEDULE CEILING 5/8" PLYWOOD 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL 3/8"COVED EPDXY BASE WI CLEAR SILICONE SEALANT 0 TOP OF BASE PARTITION SHALL COMPLY WITH 1 HOUR FIRE RESISTIVE ASSEMBLY REQUIREMENTS EXISTING DEMISING WALL a FOOD PREP 3-5/8" KICKERS (3625125-30) ATTACHED AT 4' O.C. MAX. ALTERNATE ,+s DIRECTION TO STRUCTURE ABOVE SUSPENDED WASHABLE LAY -IN CEILING TILES IN KITCHEN AREA FOOD PREP/ KITCHEN FRP OVER 5/8" PLYWOOD IN BACK OF HOUSE AREAS UNLESS NOTED OTHERWISE 3 5/8" 20GA 0 16" O.C. (362S125-30) 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL 3/8"COVED EPDXY BASE W/ CLEAR SILICONE SEALANT 0 TOP OF BASE STUD TOP 10�I 2T6R2ACTK125_30 11101 n FOOD PREP/ STUD SILL TRACK 362T125-30 ANCHOR METAL TRACK TO WOOD SUBFLOOR W/ HILTI XU TYPE FASTENERS 0 18" O.C. - TYP PER ICC ESR #2269 SEE CEI KITCHEN/FOOD PREP PARTITION SAME CONSTRUCTION AS PARTITION ABOVE. USE 6" 20GA (600S125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 6" STUD TRACKS (600T125-33) SAME CONSTRUCTION AS PARTITION ABOVE. USE 2 1/2" 20GA (250S125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 2 1/2" STUD TRACKS (250T125-33) & 2 1/2" KICKERS (250S125-30) 0 4' O.C. MAX. ALT. DIR. 1 x WD STUDS 0 16" O.C. MAX - SEE MILLWORK SHOPS FOR ADD INFO 1/2" PLYWOOD SUBSTRATE - SEE FINISH SCHEDULE FOR FINISH PLANTER 1/4" PLYWOOD SUBSTRATE SEE MILLWORK FOR PARTITION TO CONC SLAB CONNECTION WOOD. FLOOR SLAB N M DINING AREA NOTE: OWNER / VENDER RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL PARTITIONS FOR PLANTER PLANTER SECTION SCALE: 1' -1'-0' R' SOLID SURFACE SILL WOOD TRIM PIECE 1/2" PLYWOOD 6" 20GA 0 16" O.C. (6005125-30) EXISTING STRUCTURE ABOVE ADJACENT TENANT EXISTING DEMISING WALL FIELD VERIFY COMPLIANCE WITH 1 HOUR FIRE RESISTIVE CONSTRUCTION REQUIREMENTS - PROTECT DURING CONSTRUCTION. - G.C. REQUIRED TO PATCH AND REPAIR HABIT BURGER SIDE IF NECESSARY. 5/8" TYP "X" GYP. BD. OVER METAL STRAPPING BEHIND HOOD AS REQUIRED. 5/8" PLYWOOD SHEATING 0 ALL OTHER LOCATIONS- SEE FLOOR PLAN FOR ADD INFO. STAINLESS STEEL WALL COVERING OVER SHEATHING FROM FLOOR TO CEILING 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL 3/8"COVED EPDXY BASE W/ CLEAR SILICONE SEALANT 0 TOP OF BASE PARTITION SHALL COMPLY WITH 1 HOUR FIRE RESISTIVE ASSEMBLY REQUIREMENTS EXIST. DEMISING WALL a KITCHEN EXIST. DEMISING WALL 0 TOILET ROOM - SAME CONSTRUCTION AS PARTITION ABOVE. USE 5/8" MOISTURE RESISTANT GYP. BD. SHEATING IN LIEU OF PLYWOOD. CERAMIC TILE OVER GYP. BD. 2'-2" STUD TOP TRACK 600T125-30 2x2 TUBE STEEL — POST IN SLEEVE 0 48" O.C. - BOLT POST SLEEVE TO CONC. SLAB W/ (4) 3/8" BOLTS - EPDXY BOLTS INTO CONC. KITCHEN/ COOKLINE 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL 3-5/8" KICKERS (362S125-30) ATTACHED AT 4' O.C. MAX. ALTERNATE DIRECTION TO STRUCTURE ABOVE SUSPENDED WASHABLE LAY -IN CEILING TILES IN KITCHEN AREA 5/8" GYP. WALLBOARD CERAMIC WALL TILE W/ INTEGRAL COVED BASE FRP OVER 5/8" PLYWOOD IN KITCHEN/FOOD PREP 3 5/8" 20GA 0 16" O.C. (3625125-30) 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL STUD TOP TRACK 362T125-30 3/8"COVED EPDXY BASE WI CLEAR SILICONE SEALANT 0 TOP OF BASE KITCHEN/ FOOD PREP DINING AREA EXPO I— w 0 Ii W V) STUD SILL TRACK 362T125-30 ANCHOR METAL TRACK TO WOOD SUBFLOOR W/ HILTI XU TYPE FASTENERS 0 18" O.C. - TYP PER ICC ESR #2269 2x8 WD BLOCKING RIPPED TO 6" WIDE STAINLESS STEEL TOP BY F.S.E.C. STAINLESS STEEL PANELS BY F.S.E.C. FROM UNDERSIDE OF SS TOP TO 2" BELOW LOWER COUNTER/ EQUIP FRP PANEL AT EA SIDE SIDE - RUN PANEL 2" ABOVE WD BLOCKING TO BE TRIMMED BY F.S.E.C. 5/8" GYP. BD. EA. SIDE STUD SILL TRACK 600T125-30 7" 6" 20GA 0 16" O.C. (600S125-30) EXPO 3/8"COVED EPDXY BASE W/ CLEAR SILICONE SEALANT 0 TOP OF BASE EXPANSION ANCHOR 4" WOOD. CURB - EPDXY #4 BARS INTO EXIST CONC. SLAB SIMILAR TO SERVICE COUNTER DETAIL ON SHEET A400. COOK UNE HALF WALL 1 x WD STUDS 0 16" O.C. MAX - SEE MILLWORK SHOPS FOR ADD INFO 1/2" PLYWOOD SUBSTRATE - SEE FINISH SCHEDULE FOR FINISH PLANTER 1/4" PLYWOOD. SUBSTRATE SEE MILLWORK FOR PARTITION TO CONC SLAB CONNECTION WOOD. FLOOR SLAB 3 CUSTOM BENCH BY MILLWORK CONTRACTOR ENTRY QUEUE CO I Tel NOTE: OWNER / VENDER RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL PARTITIONS FOR PLANTER PLANTER SECTION SCALE: r -r -a PARTII1ON SAME CONSTRUCTION AS PARTITION ABOVE. USE 6" 20GA (6005125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 6" STUD TRACKS (600T125-33). SAME CONSTRUCTION AS PARTITION ABOVE. USE 2 1/2" 20GA (250S125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 2 1/2" STUD TRACKS (250T125-33) & 2 1/2" KICKERS (250S125-30) 0 4' O.C. MAX. ALT. DIR. \ \ .-IN CO 741 \ \ 3-5/8" KICKERS (362S125-30) ATTACHED AT 4' O.C. MAX. ALTERNATE DIRECTION TO STRUCTURE ABOVE SUSPENDED WASHABLE LAY -IN CEILING TILES IN KITCHEN AREA 5/8" GYP. WALLBOARD FRP OVER 5/8" PLYWOOD IN KITCHEN STUD TOP TRACK 362T125-30 3 5/8" 20GA 0 16" O.C. (362S125-30) KITCHEN AREA 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL 3/8"COVED EPDXY BASE WI CLEAR SIUCONE SEALANT 0 TOP OF BASE HALLWAY DINING AREA -TILE BASE W/ CLEAR SILICONE SEALANT 0 TOP OF BASE STUD SILL TRACK 362T125-30 SEE ANCHOR METAL TRACK TO WOOD SUBFLOOR W/ HILTI XU TYPE FASTENERS 0 18" O.C. - TYP PER ICC ESR #2269 SOLID SURFACE SILL WOOD TRIM PIECE 1 x WD STUDS 0 16" O.C. MAX - SEE MILLWORK SHOPS FOR ADD INFO 1/2" PLYWOOD SUBSTRATE - SEE FINISH SCHEDULE FOR FINISH 1/4" PLYWD. SUBSTRATE `D SEE MILLWORK FOR PARTITION TO CONC SLAB CONNECTION BASE TRIM - SEE FINISH PLAN FOR MORE INFORMATION WOOD. FLOOR BOOTH HALF WALL NOTE: OWNER / VENDER RESPONSIBLE FOR SUPPLYING AND INSTALLING PARTITION #12 PARTITION TYPES SCALE: 1' -1'-0' 2x6 BRACE AT 4'-0" OC WITH LU HANGER EACH END PARTITION SAME CONSTRUCTION AS PARTITION ABOVE. USE 6" 20GA (6005125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 6" STUD TRACKS (600T125-33). \ 1 1/2"X1 1/2" REDWOOD SLATS SECURLY FASTENED TO ALUMINUM POST 1.4., SOLID SURFACE SILL Mf - WOOD TRIM PIECE 1x WD STUDS 0 16" O.C. MAX - SEE MILLWORK SHOPS FOR ADD INFO 1/2" PLYWOOD SUBSTRATE - SEE FINISH SCHEDULE FOR FINISH 1/4" PLYWD. SUBSTRATE `i SEE MILLWORK FOR PARTITION TO CONC SLAB CONNECTION BASE TRIM - SEE FINISH PLAN FOR MORE INFORMATION WOOD FLOOR DIVIDER HALF WALL NOTE: OWNER / VENDER RESPONSIBLE FOR SUPPLYING AND INSTAWNG PARTITION #13 NOTE: 3/8" INTEGRAL COVED BASE THAT RUNS MIN. 4" UP WALL 0 ALL WET AREAS (FOOD PREP, KITCHEN, EXPO, TOILET ROOMS, ETC.) WALLS - SEE EPDXY & COVE BASE NOTES ON A230 FOR ADDITIONAL INFORMATION. EXISTING JOISTS (4) #10x2" LONG SCREWS AT EACH BRACE WALL BRACE AT 4'-0" OC WALL BRACE -PARALLEL SCALE: 1' = 2x4 BRACE AT 4'-0" OC WITH LU HANGER EACH END KEEP WALL FINISH FASTENERS CLEAR OF TOP TRACK PARTITION TYPE AS SCHEDULED - SEE DETAIL EXISTING JOISTS CONTINUOUS DEEP -LEG 16 GA. SLIP TRACK (363T200-54 OR 600T200-54) WITH (2) #10x2" LONG SCREWS AT EACH BRACE WALL TOP -PARALLEL SCALE: 1' -1'-0" c� CO 141 \ \ 3-5/8" KICKERS (362S125-30) ATTACHED AT 4' O.C. MAX. ALTERNATE DIRECTION TO STRUCTURE ABOVE SUSPENDED WASHABLE LAY -IN CEILING TILES IN KITCHEN AREA R13 SOUND BATT INSUL 5/8" GYP. MOISTURE RESISTANT WALLBOARD CERAMIC WALL TILE W/ INTEGRAL COVED BASE STUD TOP TRACK 362T125-30 5/8" GYP. WALLBOARD 0 HALLWAY - FRP FROM FLOOR OVER 5/8" PLYWOOD IN PREP 3 5/8" 20GA 0 16" O.C. (362S125-30) 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL 0 KITCHEN 3/8"COVED EPDXY BASE W/ CLEAR SILICONE SEALANT 0 TOP OF BASE FOOD PREP/ HALLWAY TOILET ROOM 7. 8 3-5/8" KICKERS (362S125-30) ATTACHED AT 4' O.C. MAX. ALTERNATE DIRECTION TO STRUCTURE ABOVE 6" 20GA 0 16" O.C. (6005125-30) 5/8" GYP. MOISTURE \ RESISTANT WALLBOARD SEE CEILING PLAN FOR HEIGHT STUD SILL TRACK 362T125-30 NOTE: PROVIDE BATT INSULATION FOR SOUND IN ALL WALLS SHARING A RESTROOM WALL. R13 SOUND BATT INSUL CERAMIC WALL TILE W/ INTEGRAL COVED BASE 3 5/8" 20GA 0 16" O.C. (3625125-30) 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL BOTH SIDES TOILET ROOM ANCHOR METAL TRACK TO WOOD SUBFLOOR W/ HILTI XU TYPE FASTENERS 0 18" O.C. - TYP PER ICC ESR #2269 TOILET ROOM PARTITION SAME CONSTRUCTION AS PARTITION ABOVE. USE 6" 20GA (6005125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 6" STUD TRACKS (600T125-33) & R19 SOUND BATT INSUL. FACE OF EXISTING EXTERIOR WALL - SECURE NEW FRAMING TO EXISTING STUDS SUSPENDED WASHABLE LAY -IN CEILING TILES IN KITCHEN AREA 5/8" GYP. MOISTURE RESISTANT WALLBOARD CERAMIC WALL TILE W/ INTEGRAL COVED BASE 2 1/2" 20GA 0 16" O.C. (250S125-30) SHIM AS REQUIRED FOR TRUE AND FLAT WALL SURFACE 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL TOILET ROOM STUD TOP TRACK 250T125-30 EXTERIOR WALLS STOREFRONT SYSTEM 2 RIGID INSUL ANCHOR METAL TRACK TO WOOD SUBFLOOR w/ HILTI XU TYPE FASTENERS 18" O.C. TYP. PER ICC ESR #2269 TYP. N.QIE: 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL OF ALL WET AREAS (KITCHEN, TOILET ROOM, ETC.) U.N.O. NOTE: FOR KICKER ATTACHMENTS SEE WALL BRACE DETAILS ON THIS SHEET EXISTING JOISTS STUD SILL TRACK 250T125-30 STOREFRONT FURRING a TOILET ROOM SAME CONSTRUCTION AS PARTITION ABOVE. USE 3 5/8" 20GA (362S125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE & R13 BATT INSUL IN LIEU OF RIGID INSUL. NOTE: FRP OVER SHEATHING FROM FLOOR TO SCHEDULE CEILING FOR ALL WALLS IN KITCHEN & OFFICE U.N.O. NOTE: G.C. RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL PARTITIONS U.N.O. (4) #10x2" LONG SCREWS AT EACH BRACE WALL BRACE AT 4'-0" OC WALL BRACE SCALE: 1' =1'-0' PERPEDICULAR KEEP WAIL FINISH FASTENERS CLEAR OF TOP TRACK PARTITION TYPE AS SCHEDULED - SEE DETAIL CONTINUOUS DEEP -LEG 16 GA. SLIP TRACK (363T200-54 OR 600T200-54) SECURED WITH (2) #10x2" LONG SCREWS AT EACH BRACE WALL TOP-PERPEDICULAR SCALE: 1' -1,-0' FACE OF EXISTING DEMISING WALL - SECURE NEW FRAMING TO EXISTING STUDS - MAINTAIN PARTITION FIRE STUD TOP TRACK RATED CONSTRUCTION 362T125-30 4882" TOILET ROOM STUD SILL TRAC 362T125-30 NOTE: PROVIDE BATT INSULATION FOR SOUND IN ALL WALLS SHARING A RESTROOM WALL 6" 20GA 0 16" O.C. (600S125-30) 5/8" GYP. MOISTURE RESISTANT WALLBOARD CERAMIC WALL TILE W/ INTEGRAL COVED BASE 3 5/8" 20GA 0 16" O.C. (3625125-30) 12" TALL 5/8" DUROCK 0 BOTTOM OF WALL TOILET ROOM STUD TOP TRACK\ 362T125-30 co STUD SILL TRACT 362T125-30 ANCHOR METAL TRACK TO WOOD SUBFLOOR W/ HILTI XU TYPE FASTENERS 0 18" 0.C. - TYP PER ICC ESR #2269 TOILET ROOM PARTITION SAME CONSTRUCTION AS PARTITION ABOVE. USE 6" 20GA (6005125-30) METAL STUDS 0 16" O.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 6" STUD TRACKS (600T125-33) & R19 SOUND BATT INSUL. FACE OF EXISTING EXTERIOR WALL - SECURE NEW FRAMING TO EXISTING STUDS SUSPENDED WASHABLE LAY -IN CEILING TILES IN KITCHEN AREA OFFICE/FOOD PREP FRP OVER 5/8" PLYWOOD (3625125-30) SHIM AS REQUIRED FOR TRUE AND FLAT WALL SURFACE IN OFFICE BEHIND OFFICE DESK 12" TALL 5/8" DUROCK BOTTOM OF WALL 3/8"COVED EPDXY BASE W/ CLEAR SILICONE SEALANT TOP OF BASE EXTERIOR WALLA) STOREFRONT SYSTEM R13 BATT INSUL STUD SILL TRACK 362T125-30 ANCHOR METAL TRACK TO CONCRETE SLAB w/ HILTI XU TYPE PER ICC ESR #2269 TYP. STOREFRONT FURRING a BACK OF HOUSE STOREFRONT FURRING OFFICE - SAME CONSTRUCTION AS PARTITION ABOVE. USE 6" 20GA (600S125-30) METAL STUDS 16" 0.C. IN LIEU OF STUDS CALL OUT ABOVE & R19 E3ATT INSUL. STOREFRONT FURRING 0 KITCHEN - SAME CONSTRUCTION AS PARTITION ABOVE. USE 2 1/2" 20GA (250S125-30) METAL STUDS 16" 0.C. IN LIEU OF STUDS CALL OUT ABOVE & 2" RIGID INSUL. NOTE: G.C. TO PROVIDE INSULATION, VAPOR BARRIER, GYP. BD., TAPE, MUD, SAND, ETC. ON ALL EXTERIOR WALLS IN HABIT'S SPACE FOR NEW SCHEDULED FINISHES. NOTE: REFER TO SHEET A410 FOR ALL FASTENER TYPES AND REQUIREMENTS. TOILET ROOM FURRING SAME CONSTRUCTION AS PARTITION ABOVE. USE 6" 20GA (600S125-30) METAL STUDS 16" 0.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 6" STUD TRACKS SAME CONSTRUCTION AS PARTITION ABOVE. USE 2 1/2" 20GA (250S125-30) METAL STUDS 16" 0.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 2 1/2" STUD TRACKS (250T125 -33) FACE OF EXISTING DEMISING WALL - SECURE NEW FRAMING TO EXISTING STUDS - MAINTAIN PARTITION FIRE RATED CONSTRUCTION SUSPENDED WASHABLE STUD TOP TRACK LAY -IN CEILING TILES IN 162T125-30 KITCHEN AREA HALLWAY 5/8" GYP. WALLBOARD (1625125-30) SHIM AS REQUIRED FOR TRUE AND FLAT WALL SURFACE TILE BASE W/ CLEAR SILICONE SEALANT 0 TOP OF BASE ADJACENT TENANT SPACE STUD SILL TRACK 162T125-30 ANCHOR METAL TRACK TO CONCRETE SLAB WI HILTI XU TYPE FASTENERS 0 ESR #2269 1 5/8' DINING FURRING 6" DINING FURRING - SAME CONSTRUCTION AS PARTITION ABOVE. USE 6" 20GA (600S125-30) METAL STUDS 0 16" 0.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 6" STUD TRACKS (600T125-33) 3 5/8" DINING FURRING - SAME CONSTRUCTION AS PARTITION ABOVE. USE 3 5/8" 20GA (362S125-30) METAL STUDS 0 16" 0.C. IN LIEU OF STUDS CALL OUT ABOVE WI 3 5/8" STUD TRACKS (3621125-33) 2-1/2 DINING FURRING - SAME CONSTRUCTION AS PARTITION ABOVE. USE 2 1/2" 20GA (250S125-30) METAL STUDS 0 16" 0.C. IN LIEU OF STUDS CALL OUT ABOVE W/ 2 1/2" STUD TRACKS (250T125-33) RECEIVED CITY OF TUKWILA MAR 17 2016 PERMIT CENTER \iv D*0 -I AAR 01 SUSPENDED CLG 7 3-5/8" MTL STUDS ® 16" O.C. W/ TYPE "X" GYP. BD. (2) LAYERS 5/8" TYP "X" GYP. BD. - BUTT FINISHED FACES TOGETHER FOR FINISH FACES EXPOSED BELOW "EYEBROW" CEILING B.O.C. +9'-6" A.F.F. @ KITCHEN & EXPO B.O.S. 7'-0" A.F.F. 34" EVEN & EQUAL DISTANCE AROUND MENU BOARD 5/8" TYPE "X" GYP. BD. BULKHEAD BETWEEN KITCHEN AND EXPO WHITE MELAMINE SHELVING, TYPICAL 99 1/4" 102" CLEAR 99 1/4" x 37 1/4" MENU BOARD CENTERED IN FRAME 2" WIDE STAINLESS STEEL FRAME BY SIGNAGE COMPANY - 99 1/4" x 37-1/4" OUTSIDE DIMENSIONS MENU BOARD ELEVATION/SECTION SCALE: r-ro 1 1/4" CEASAR STONE TOP OVER 3/4" MARINE PLYWOOD 3/4" PLYWOOD PLYWOOD 2X6 16' O.C. WOOD /4" 1'-6" 4" BEVERAGE COUNTER DETAIL SCALE: 1' -1'-0' 6 NOT USED SCALE: r = r -o• C-1:1 30" WHITE MELAMINE SHELVING - TYPICAL. 1 1/4" CEASAR STONE TOP OVER 3/4" MARINE PLYWOOD PLYWOOD 2X6 16" O.C. WOOD /4"/ 22" ". ORDER COUNTER DETAIL SCALE: ,.-r-o. NOT USED SCALE: 3' -1'-0• ACT CEILING 3 5/8" MTL. STUDS KICKERS AT 32" O.C. 3 5/8" MTL STUDS AT 16" OC AND 5/8" GYP. BD. SHROUD WALL AROUND SOFFIT B.O.S. 7'-0" A.F.F. PLATFORM - 3/4" PLYWOO TOP OF 3-5/8" METAL STl 16" O.C. - BOTTOM OF ST 78" A.F.F. - SHEATH T PLATFORM W/ FRP. F.S. PROVIDE & INSTALL S.S. CI PROVIDE BLOCKING AS REQ FOR HANGING ALL F.S.E.C. STAINLESS STEEL CHEMICAL SHELF BY F.S.E.C. MOP HOLDER BY F.S.E.C. CHEMICAL DISPENSER BY F. MOP SINK & WALLS IMMEDI ADJACENT TO MOP SINK TC EXPDXY FLOORING SYSTEM 5/8" DUROCK SUBSTRATE BOTTOM OF PLATFORM (78 FAUCET BY F.S.E.C. BUILT-IN EPDXY FLOORING MOP SINK W/4" WIDE & 6 TALL CONC DAMN WRAPPED EPDXY W/ F.S.E.C. SS CAP 43 5/8" MTL STUDS AT 16" O.C. FOR MENU BOARD RECESS P3 er,ftimmworn; 5/8" GYP. BD. LIGHT FIXTURES.SEE REFLECTED CEILING PLAN !ft/ il „0 or 1a i t I M LINE OF STRUCTURE ABOVE 1/2" GYP. BD. UP TO 6" ABOVE SCHEDULED CEILING - PROVIDE (2) LAYERS OF 1/4" HIGH FLEX GYP. BD. W/ STAGGER JOINTS FOR CURVED AREA SEE SCHEDULED aik CLG. HT. ON R.C.P. 2 LAYERS OF 5/8" GYP. BD ON TOP - FINISH TO HEIGHT NOTED NOTE: IF SHROUD WALL FRAMING OR KICKERS ARE PARALLEL W/ EXISTING STRUCTURE G.C. TO PROVIDE 4x4 BLOCKING BETWEEN EXISTING MEMBERS FOR SECURE ATTACHMENT TO EXISTING NOTE: ALL CURVED SOFFITS TO BE FRAMED WITH FLEX -C -ARCH AND SHEATHED W/ 1/4" HIGH FLEX GYP. BD. WITH STAGGERED JOINTS FOR A CONTINUOUS SMOOTH RADIUS WITHOUT FLAT SPOTS. 1'-6" 9'-6" A.F.F 6" MTL STUD FRA AT 16" 0.C. FOR SUSPENDED MENU SOFFIT ASSEMBLY 2" WIDE STAINLESS STEEL FRAME BY SIGNAGE COMPANY - 100 1/4" x 37-1/4" OUTSIDE DIMENSIONS VARIES WITH LOCATION SEE 2/A210 6" FLEX -C -ARCH FRONT CHANNEL - CONTACT FLEX -ABILITY CONCEPTS (866) 443-3539 WWW.FLEXABILITYCONCEPT.00 2 = FINISH KEY NOTE - SEE FINISH SCHEDULE ON SHEET A230 4'-8" (56") (ENSURE 5'-6" SIGHTLINE ABOVE FLOOR AT MAIN" ENTRANCE IS ABLE TO READ THE ENTIRE MENU BOARD) (2) LAYERS OF 1/4" HIGH FLEX GYP. BD. - STAGGER JOINTS FOR SMOOTH CURVE DIMENSION VARIES WITH SOFFIT ARC MENU BOARD SOFFIT SECTION SCALE: r - 1'-0• \-43 ) ON rm mT ABOVE PLATFORM DRAIN/CONDENSATE IMMEDIATELY MOP i MUST c FRP ANY PENETRATIONS OCCUR BELOW IDS 0 JDS :B OF =.0 TO 0 JIRED ITEMS C HOLDER z \ d \ -1 i 1 oc J Z o L LJJ c > c m L �c E- \ SEC HOSE BIBB - c° \ 1 (NI in \ �..- ATELY HAVE OVER JP TO A.F.F.) - `D \ " IN T ' \ c� w NOTE: SEE F.S.E.0 DWGS FOR BLOCKING AS REQUIRED FOR SHELVING, FAUCET & ATTACHMENTS MOP SINK SECTION SCALE: U2' -P-0' EXISTING STOREFRONT FACE OF GLAZING 2" W x 1/4" THICK ALUMN BAND (BA1) TO CREATE FALSE MULLION FOR TOP OF 3M MILKY FILM TERMINATION IF NO LOWER INTERMEDIATE MULLION IS PRESENT. PRE -FINISHED ALUMINUM BAND TO MATCH EXISTING STOREFRONT. APPLY ALUMINUM BAND TO THE WINDOW GLAZING WITH HIGH-STRENGTH DOUBLE -SIDED GLUE STRIPS 3M MILKY FILM (F1) APPLIED TO INSIDE FACE OF GLAZING FROM BOTTOM OF STOREFRONT TO BOTTOM OF FALSE MULLION 0 �- INTERIOR 0 1 N 0 EXTERIOR FALSE MULLION AT STOREFRONT SECURE WATER HEATER TO WALL AT TOP AND BOTTOM WITH 1 1/2"X16 GA STEEL STRAPS AND 1/2"DIA. X 3" LONG ANCHOR BOLTS EACH END OR PER WATER HEATER MANUFACTURER'S RECOMMENDATIONS. EXTEND EPDXY FLOOR FINISH OVER ENTIRE WATER HEATER BASE AND ONTO ADJACENT WALL SURFACE A MIN. OF 6" - FORM COVED BASE AT FLOOR AND WALL DRAIN PIPES FOR THE TEMP. & PRESSURE VALVE AND OVERFLOW PAN - ROUTE TO NEAREST FLOOR DRAIN WITH MIN. 1" AIR GAP NOTE: APPLY CONCRETE BONDING COMPOUND TO EXISTING CONCRETE SLAB PRIOR TO CURB INSTALL WATER HEATER BASE C4 NOT USED SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE NOT USED SCALE: 1' -1'-0' RECEIVED CITY OF TU KWLA MAR 17 2016 PERMIT CENTER \(-OO4t) v — MAIN BEAM STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. N CROSS TEE C "HILTI" .145 DIA. X-DNI37P8 POWDER DRIVEN PINS 0 48" O.C. ANGLE MOLDING STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. MAIN BEAM MIN. 3/4" AT UN -ATTACHED WALLS MIN. 2" ANGLE MOLDING STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. CROSS TEE MIN. 3/4" AT UN -ATTACHED WALLS MIN. 2" CEILING DETAILS AND NOTES SCALE: N.T.S. STEEL STUD 5 1/2" 1 #10 SMS EACH SIDE OF STUD STEEL RUNNER TRACK OR SLOTTED STEEL TOP TRACK AT TOP OF WALL CONDITION FRAMING AT BOTTOM TRACK SCALE: NTS 1" 1 4" (TYP.) N �TYP.U A A I"♦ x x 6' LUU 10 SIDE VIEW 5" WIDE %" STL. PLATE W/ 3/8 " EXPANSION BOLTS MIN. 3/4" STEEL STUD POST, MIN 16 GA., AT 48" O.C., (4" MIN. STUD SIZE) STEEL STUD 12 GA. VERTICAL HANGER WIRE STABILIZER BAR SECURE CONNECTION ON TWO (2) ADJACENT WALLS MIN. - SEE PLAN & NOTES RESTRAINED PERIMETER CROSS TEE SCALE: NTS STEEL STUDS WELDED TOGETHER OR S-12 SCREWS AT 8" O.C. ALTERNATE DIRECTION. I STEEL STUD WELDED TO PLATE STEEL RUNNER TRACK LOW WALL BRACING POST Varies 3 5/8" to 8" SCALE: NTS #10 S.M.S., TYP. " MIN. 3 12 GA. VERTICAL HANGER WIRE STABILIZER BAR SECURE CONNECTION ON TWO (2) ADJACENT WALLS MIN. - SEE PLAN & NOTES RESTRAINED PERIMETER MAIN TEE '4 SLIP TRACK DETAILS SCALE: N.T.S. NUMBER OF SUPPORT WIRES PER FIXTURE: LESS THAN 10 LBS ONE WIRE TO STRUCTURE (MAY BE SLACK) 10 TO 56 LBS TWO WIRES FROM HOUSING TO STRUCTURE (MAY BE SLACK) MORE THAN 56 LBS SUPPORTED DIRECTLY TO STRUCTURE BY APPROVED HANGERS LIGHT FIXTURE MOUNTING BRACKET SUSPENDED CEILING PANEL 112 o[oJo MAY BE SLACK LIGHT FIXTURE #12 WIRE TYP. CROSS TEE SEISMIC ATTACHMENT FOR CAN LIGHT FIXTURE SCALE: NTS HEAD OF WALL ISOMETRIC CUT TRACKS AND INTERLOCK SPLICE INTERLOCK SPLICE AT SLIP TRACK SCALE; NTS 4" SCALE: NTS 2 - #10 S.M.S. 2 - #8 X 1 1/4" DECK SCREWS COPE FLANGES OF CROSS STUD 1 - #10 S.M.S. e v 00 SUSPENDED CEILING SYSTEM CODE NOTE: ALL SUSPENDED CEILINGS TO COMPLY WITH 2013 CBC 803.9, 803.11.2.1 & 2506.2 ALONG WITH ASTM C-635 DN SECTION 13.5.6., ASCE-7-05 GAP 1/4" MAXIMUM SIDE VIEW SUP TRACK .13 SUSPENDED CEILING SEISMIC PERSPECTIVE SCALE: NTS 11 16 GA. X 4" LONG STUD SHOE OR FLAT PLATE TO FIT INSIDE TRACK ATTACH TO WEB WITH (4) #10 S.M.S. OPTIONAL SLIP TRACK SPLICE SCALE: NTS 0 W z 8" MAX. RESTRAINED PERIMETER AT TWO (2) ADJACENT WALLS X i X ♦ ( A + x X A A I"♦ x x 6' /♦ MAX x K A♦ x . x ) 6' MAX., • X12. -0"X '- X X (,4-O„X o X X X c X 6' MAX. X / X K "r X X X N X X X X ) K X X `� X X ) ,L v v v v v v v� v inr v v ♦Ir v 51, v ♦I n x X X• X X 12 GA. HANGER WIRE 0 LATERAL BRACING LOCATION — STABLIZER BAR SEISMIC REFLECTED CEILING PLAN SCALE: N.T.S. BOTTOM CHORD OF EXITING TRUSS STUD PIECE TO MATCH SIZE AND GAUGE OF WALL NON -LOAD BEARING WALL INTERLOCK SPLICE AT SLIP TRACK SCALE: NTS z d - c9 #12 ON MAIN RUNNER WITHIN 3" OF 4 CORNERS OF LIGHT FIXTURE (2) #12 FIXTURE SUPPORT WIRE PER FIXTURE TO STUCT. ABOVE. #9 WIRE TO BE USED FOR FIXTURE WEIGHING 56LB OR MORE OR PENDANT HUNG FIXTURE. WIRE MAY HAVE SLACK: ADDITIONALLY, PROVIDE MIN (3) #12 SPLAY WIRES SPACED 0 120' FROM FIXTURE TO STRUCT. ABV. LIGHT FIXTURE /18 x Y" SHEET ETAL SCREW TEE NUMBER OF SUPPORT WIRES PER FIXTURE: LESS THAN 10 LBS ONE WIRE TO STRUCTURE (MAY BE SLACK) 10 TO 56 LBS TWO WIRES FROM HOUSING TO STRUCTURE (MAY BE SLACK) MORE THAN 56 LBS SUPPORTED DIRECTLY TO STRUCTURE BY APPROVED HANGERS SEISMIC CLIP MECHANICAL ATTACHMENT OF LIGHT FIXTURE TO CEILING GRID SCALE: NTS 3/4 E.M.T. - WITH TIGHT CONTACT TO STRUCTURE ABOVE 12 GAUGE VERTICAL HANGER WIRE AND COMPRESSION STRUTS ARE REQUIRED AR EACH SEISMIC RESTRAINT 12'-0" O.C. EACH WAY AND WITHIN 6'-0" OF EACH WALL 1' E.M.T. - NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT AND LUCK NUT AFTER CEILING SYSTEM IS LEVELED VERTICAL 12 GAUGE HANGER WIRE AT 4'-0 O.C. (4) - SPLAY WIRE - SPLAYED 90 FROM EACH OTHER AND 45 FROM CEILING PLAN 45 MAX 14 CROSS TEE 45 MAX SLIP TRACK CITY OFT I(WILA MAR 17 2016 PERMIT CENTER COMPRESSION POST DETAIL I"\ I` to' op / SCALE: N.T.S.N.T.S. SEISMIC CATEGORY D,E&F CEILING INSTALLATION REQUIREMENTS: THE FOLLOWING ARE THE IBC CATEGORY D,E&F CODE REQUIREMENTS FOR LAY -IN ACOUSTICAL PANELS AND DIRECT -HUNG ACOUSTICAL TILES (COMPUANT WITH THE REQUIREMENTS OF ASCE 7-10, SECTION 13.5.6.2) IBC CATEGORY D,E&F MUST MEET THESE REQUIREMENTS: - MAIN TEE CLASSIFICATIONS - HEAVY-DUTY LOAD RATING GRID AS DEFINED BY ASTM C635. - MINIMUM INTERSECTION STRENGTH OF MAIN TEE SPLICES AND CROSS -TEE INTERSECTIONS OF 180 LBS VERTICAL SUSPENSION WIRES - MINIMUM OF 12 -GAUGE - SPACED AT A MAXIMUM OF (48 INCHES) 4'-0" O.C. - MUST BE STRAIGHT AND SHALL NOT USE BENDS OR LOCALIZED KINKS FOR LEVELING THE SYSTEM - FIELD -TIED CONNECTIONS MUST BEND SHARPLY AND WRAPPED WITH 3 TIGHT TURNS WITHIN 3 INCHES AT THE GRID AND CEILING / SUPPORT MEMBER ABOVE - VERTICAL HANGER WIRES MAY NOT BE MORE THAN A MAXIMUM OF 1 IN 6 OUT OF PLUMB - DEVICES USED TO SECURE HANGER WIRE TO THE STRUCTURE ABOVE MUST SUSTAIN A MINIMUM LOAD OF 90 LBS - POWER ACTUATED FASTENERS MAY BE USED FOR LOADS THAT DO NOT EXCEED 90 LBS IN CONCRETE AND DO NOT EXCEED 250 LBS IN STEEL - SHALL NOT ATTACH TO NOR BEND AROUND INTERFERING EQUIPMENT - TRAPEZES MUST BE USED TO AVOID SUCH OBSTACLES LATERAL FORCE BRACING - LATERAL FORCE BRACING IS REQUIRED FOR ALL CEILINGS GREATER THAN 1000 SQUARE FEET IN AREA - SPLAY WIRES, OR RIGID BRACING AND A COMPRESSION POST, MUST BE LOCATED WITHIN 2 INCHES OF THE MAIN TEE/CROSS TEE INTERSECTION AND BE SPLAYED APPROXIMATELY 90 DEGREES IN PLAN VIEW, AT A MAXIMUM 45 DEGREE ANGLE FROM THE HORIZONTAL - SPLAY WIRES MUST BE LOCATED 12 FEET ON CENTER IN EACH DIRECTION BEGINNING 6 FEET FROM TWO ADJACENT WALLS - LATERAL FORCE BRACING MUST BE SPACED A MINIMUM OF 6 INCHES FROM UNBRACED HORIZONTAL PIPING OR DUCTWORK - LATERAL FORCE BRACING CONNECTIONS MUST RESIST A MINIMUM OF 250 LBS - RIGID BRACING MUST LIMIT DEFLECTION TO LESS THAN 1/4 INCH - SPRINKLER HEADS AND OTHER PENETRATIONS SHALL BE PROVIDED WITH A MINIMUM OF 1 INCH CLEAR SPACE IN ALL DIRECTIONS - PERIMETER CLOSURE (MOLDING) WIDTH - MINIMUM 2 INCHES - CEILING GRID SYSTEM MUST BE SECURELY CONNECTED TO THE PERIMETER ON TWO ADJACENT SIDES - 3/4 INCH MINIMUM GRID END/WALL CLEARANCE MUST BE MAINTAINED ON TWO, UNATTACHED ADJACENT SIDES - PERIMETER VERTICAL HANGER WIRES NOT MORE THAN 8" FROM WALL - UNATTACHED PERIMETER GRID ENDS MUST BE TIED TOGETHER TO PREVENT SPREADING - PARTITION ATTACHMENT - BRACING SHALL BE INDEPENDENT OF CEILING SUPPORT OR BRACING LIGHT FIXTURE ATTACHMENT REQUIREMENTS: - LIGHT FIXTURE (ALL TYPES) MECHANICALLY ATTACHED TO GRID AT TWO POINTS, EACH POINT CAPABLE OF SUPPORTING THE ENTIRE WEIGHT OF THE FIXTURE (NEC 410-16) - SURFACE -MOUNTED FIXTURES SHALL BE POSITIVELY CLAMPED TO THE GRID WITH SAFETY WIRES TO THE GRID OR STRUCTURE ABOVE - CROSS TEES WITH A LOAD CARRYING CAPACITY OF LESS THAN 16 LBS PER FOOT MUST HAVE SUPPLEMENTARY HANGER WIRES - LIGHT FIXTURES LESS THAN 10 LBS REQUIRE ONE 12 -GAUGE WIRE TO STRUCTURE (MAY BE SLACK) - LIGHT FIXTURES FROM 10 TO 56 LBS - TWO 12 -GAUGE WIRES FROM HOUSING TO STRUCTURE (MAY BE SLACK) - LIGHT FIXTURES OVER 56 LBS MUST BE SUPPORTED DIRECTLY TO STRUCTURE BY APPROVED HANGERS - PENDANT -HUNG FIXTURES DIRECTLY SUPPORTED FROM STRUCTURE WITH 9 -GAUGE WIRE (OR APPROVED ALTERNATIVE) - RIGID CONDUIT IS NOT PERMITTED FOR ATTACHMENT OF FIXTURES MECHANICAL SERVICE APPLICATIONS REQUIREMENTS - FLEXIBLY MOUNTED MECHANICAL ITEMS LESS THAN OR EQUAL TO 20 LBS MUST BE POSITIVELY ATTACHED TO GRID - MECHANICAL ITEMS FROM 20 TO 56 LBS MUST BE POSITIVELY ATTACHED TO GRID AND HAVE TWO 12 -GAUGE WIRES TO STRUCTURE (MAY BE SLACK) - - MECHANICAL ITEMS OVER 56 LBS REQUIRE DIRECT SUPPORT TO STRUCTURE GENERAL NOTES: 1. ALL CEILING DETAILS ON THIS SHEET ARE SIMILAR FOR INSTALLATION OF TECTUM CEILING PANELS ONTO SUSPENDED GYP. BD. CEILING GRID SYSTEM. (ICC -ESR -1222 & ICC -ERS -1112 - CEILING PANELS) 2. ALL SUSPENDED CEILING SYSTEMS SHALL BE HEAVY DUTY T -BAR GRID SYSTEM. (ICC -ESR -1308) ARMSTRONG DRYWALL SUSPENSION SYSTEMS 3. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED AND BRACED INDEPENDENTLY OF THE CEILING 4. SEISMIC SEPARATION JOINTS, BULKHEADS BRACED TO THE STRUCTURE, OR FULL HEIGHT PARTITIONS ARE REQUIRED TO BREAK THE CEILNG INTO AREAS OF LESS THAN OR EQUAL TO 2500 SQUARE FEET 5. AREAS DIVIDED INTO 2500 SQUARE FOOT SECTIONS MUST HAVE A RATION OF LONG TO SHORT SIDE OF LESS THAN OR EQUAL TO 4:1 6. ALL CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING8. SUSPENDED 7. CEILINGS MAY BE SUBJECT TO SPECIAL INSPECTION HEIGHT BETWEEN SUPPORT UP TO 20'-0" UP TO 26'-0" UP TO 30'-0" BRACING LENGTH 6'-0" OR UNDER 6'-1" TO 12'-0" 12'-1" TO 16' INTERIOR METAL STUD SIZE AND SPACING (5 PSFI 1 3/8" X 3 5/8" X 20 GA 0 16" O.C. 1 3/8"X4"X 16 GA 016"0.C. 1 3/8" X 6" X 20 GA 0 16" O.C. SIZE 3 5/8" X 25 GA 4" X 20 GA 6"X20GA. METAL STUDS AND FASTENER INFORMATION METAL STUDS: SCREWS 3- #10 S.M.S EACH END 3- #10 S.M.S EACH END 3- #10 S.M.S EACH END ALL PREFABRICATED METAL STUDS, JOIST TRACK SHALL CONFORM TO THE METAL STUD MANUFACTURERS ASSOCIATION TECHINCAL HANDBOOK ESR -3064P AND TO BE USTED BY APPROVED USTING AGENCY SUCH AS ICBG OR ICC. SCREW FASTENERS FOR LIGHT GAUGE METAL STUDS: METAL STUD, TRACK, AND JOIST ATTACHMENTS SHALL CONFORM TO THE METAL STUD MANUFACTURERS ASSOCIATION TECHNICAL HANDBOOK ER4943P WHEN NOT SHOWN OR DETAILED OR SPECIFIED WITH IN THESE PROJECT DRAWINGS OR SPECIFICATIONS. THE FOLLOWING MINIMUMS SHALL APPLY IF NOT COVERED ABOVE OR SHOWN IN THESE DRAWINGS OR DETAILS: - ALL STUD TO TRACK: MIN. 1 -#10 S.M.S. FASTNED EACH SIDE. - STUD OVERLAPS WEB/WEB: MIN. 2- #10 S.M.S. SPACED MIN. 2" THRU FACE. - ALL MEMBER CROSSINGS(WEB TO FLANGE, ETC.): 2 -110 S.M.S. THRU FACE. - EXTENDED WEB OR FLANGE SCREWING TABS: 2- #10 WHERE SHOWN IN THESE PLANS METAL TO METAL SCREW ATTACHMENTS SHALL BE MADE WITH APPROVED FASTNERS LISTED BELOW: GENERAL METAL S'RJD FRAMING FASTENERS: "GRABBER OR SUPERDRNE" AS LISTED IN ICC -ESR -1271 METAL STUD FRAMING FASTENERS - HEAVY SERVICE 'HWH 12-14 X 1" AS LISTED IN ICC -ESR -2196 PANEL TO FRAMING FASTENERS 5/8" TYPE 'X' GYP. BD. ATTACHED WITH 1 1/4' TYPE 'S' SCREWS AT 8' O.C. ALONG EDGES, AT 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY. 5/8" MOISTURE RESISTANT GYP. BD. ATTACHED WITH 1 1/4" ZINC -COATED TYPE 'S' SCREWS AT 8" O.C. ALONG EDGES, AT 12" O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY. 5/8" DUROCK BRAND CEMENT BOARD ATTACHED TO METAL STUDS WITH 1-1/4" HOT -DIPPED GALVANIZED SCREWS AT 8" 0.C. 5/8' PLYWOOD ATTACHED WITH 1 1/4" TYPE 'S' SCREWS AT 8" 0.C. ALONG EDGES, AT 12" 0.C. IN THE FIELD OF THE BOARD. L;,MAMMAL. „`�• ,-� IEBN DESCIIPTION MANLFACTUFE aiN11MATIMI CCLai NOTES P1 PAINT BENJAMIN MOORE PM -29 NAVAJO WHITE LEVEL 4 BACK ROLL SEMI -GLOSS FINISH - OFFICE DOOR & FRAME (BOTH SIDES), SERVICE DOOR (INTERIOR SIDE ONLY), INSIDE R.R. DOOR JAMBS P2 PAINT BENJAMIN MOORE 2111-40 TAOS TAUPE LEVEL 4 BACK ROLL FINISH, EGGSHELL FINISH TYPICAL (SEMI -GLOSS FOR RESTROOM CEILINGS) P3 PAINT BENJAMIN MOORE HC -11 MARBLEHEAD GOLD LEVEL 4 BACK ROLL EGGSHELL FINISH P4 PAINT BENJAMIN MOORE 2091-20 RUSTIC BRICK LEVEL 4 BACK ROLL EGGSHELL FINISH P5 PAINT BENJAMIN MOORE HC -37 MYSTIC GOLD (TAN) LEVEL 4 BACK ROLL EGGSHELL FINISH PROVIDED BY Ora - QCv TO INSTALL URO 3-5/8" METAL STUD WALL FRAMING 3-5/8" METAL STUD WALL FRAMING 5/8" GYP. BD. 2"x2" BRUSHED ALUM POST CAESAR STONE SOLID SURFACE SILL DIGITAL PREVIEW BOARD - VERIFY MOUNTING SPECIFICATIONS 48"LONG x 1-1/2" x 1-1/2" RED WOOD SLATS SCREWED TO 2x2 POST 130TH SIDE W/ CLEAR MATTE SEALER FACE OF WALL SURFACE BELOW c9 3-5/8" METAL STUD WALL FRAMING BELOW 3/4" PLYB00 PLYWOOD BELOW DIGITAL DISPLAY BOARD DETAIL SCALE: i,/z-r-a WEST DINING ELEVATION SCALE: 1/4' - P-0' a\ 1 0 MENU BOARD 99.25" x 37.25" 2" STAINLESS STEEL OTHERE'S NO SUBSTITUTE FOR QUALITY (BY SIGNAGE CONTRACTOR) SEE SHOP DWGS NONE OESTABLISHED 1969 IN SANTA BARBARA (BY SIGNAGE CONTRACTOR) SEE SHOP DWGS NONE OORDER PICK-UP (BY SIGNAGE CONTRACTOR) SEE SHOP DWGS NONE OCUSTOM BUILT (BY SIGNAGE CONTRACTOR) SEE SHOP DWGS NONE O DIGITAL DISPLAY BOARD SEE SHOP DWGS NONE O BLAST - RIGHT FACING 36" x 36" 4" SQUARE WOOD O STORYBOARD 48" x 52" 3/4" SHADOWBOX WOOD O LIFE GUARD TOWER 24" x 32" 4" SQUARE WOOD 10 SB STREET SIGN 48" x 32" 4" SQUARE WOOD 11 SANTA BARBARA HARBOR SCENE 48" x 32" 4" SQUARE WOOD 12 FEMALE WIND SURFER -RED -RIGHT FACING 36" x 36" 4" SQUARE WOOD 13 PALM TREES 54" x 22.5" 3/4" SHADOWBOX WOOD 14 RED SURFBOARD 32" x 32" 4' SQUARE WOOD 15 BIG WAVE 48" x 32" 4" SQUARE WOOD 16 GIRL SURFER 32" x 32" 4" SQUARE WOOD 3-5/8" METAL STUD WALL FRAMING 3-5/8" METAL STUD WALL FRAMING 5/8" GYP. BD. 2"x2" BRUSHED ALUM POST CAESAR STONE SOLID SURFACE SILL DIGITAL PREVIEW BOARD - VERIFY MOUNTING SPECIFICATIONS 48"LONG x 1-1/2" x 1-1/2" RED WOOD SLATS SCREWED TO 2x2 POST 130TH SIDE W/ CLEAR MATTE SEALER FACE OF WALL SURFACE BELOW c9 3-5/8" METAL STUD WALL FRAMING BELOW 3/4" PLYB00 PLYWOOD BELOW DIGITAL DISPLAY BOARD DETAIL SCALE: i,/z-r-a WEST DINING ELEVATION SCALE: 1/4' - P-0' WEST EXPO ELEVATION SCALE: 1/4' -1'-0' NOTE: SEE ELEVATION FOR OVERALL DIMENSIONS - HEAD AND JAMB SIMILAR FACE OF WALL SURFACE BELOW SOLID SURFACE SILL MATERIAL CHAIR RAIL TRIM BELOW " 8" (P4) TAPED METAL CORNER BEAD P2 3-5/8" METAL STUD WALL FRAMING RAM ED STORYBOARD 5/8" GYP. BD. 3 5/8" MTL. STUDS M I N SEE PLAN FOR EXACT PARTITION CONSTRUCITON TYP. ARTWORK NICHE FRAMING DETAIL SCALE: 1 1/2' = P - CHAIR RAIL TRIM BELOW TAPED METAL CORNER BEAD 8 NOTE: SEE ELEVATION FOR OVERALL DIMENSIONS 2Yz" METAL STUD PILASTER FRAMING FRAMED ARTWORK 3%" METAL STUD WALL FRAMING TYP. ARTWORK PILASTER FRAMING DETAIL SCALE: ,vz- r-n R C) 0 a \ \ N. C3 SOUTH DINING ELEVATION SCALE: vaw -r-v P2 P5 3'-2/8" EAST ELEVATION NGLED ANGLED WALL \ \ Sc) \ \ DINING INTERIOR ELEVATIONS GENERAL NOTES: BLACK URETHANE CAULK BETWEEN TILE AND EXTERIOR DOOR THRESHOLDS FLOORING CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL FLOOR PREP NECESSARY FOR ALL FLOORING ALL SEALANTS ARE TO BE CLEAR SILICONE UNLESS OTHERWISE NOTED RETURN ALL FINISHES TO WINDOW / DOOR FRAMES CHAIR RAIL ALWAYS PROVIDE ON TOP OF WALL COVERING WAINSCOT (WC1). TYPICAL TOP OF CHAIR RAIL HEIGHT OCCURS AT 3'-6" A.F.F. UNLESS AT RAISED SEATING THEN BOTTOM OF CHAIR RAIL OCCURS IMMEDIATELY ABOVE RAISED SEATING. CONTINUE NEW FLOORING UNDERNEATH ALL RESTAURANT SEATING G.C. TO ENSURE LEVEL LANDING IS PROVIDED AT EVERY DOOR ENTRANCE FROM EXTERIOR. 1/2" MAX THRESHOLD NEW SEATING EQUIPMENT PROVIDED BY DECOR VENDOR. COORDINATE WITH DECOR VENDOR FOR INSTALLATION 5% (AND A MIN. OF 36" W.) OF ALL COUNTERS TO HAVE SURFACES WHICH ARE BETWEEN 28" AND 34" ABOVE FINISH FLOOR DINING INTERIOR ELEVATION KEYED NOTES: O ORDER COUNTER BY MILLWORK CONTRACTOR - SEE DETAIL 6/A400 O BEVERAGE COUNTER BY MILLWORK CONTRACTOR - SEE DETAIL 5/A400 O BRUSHED STAINLESS STEEL LETTERS - "THERE'S NO SUBSTITUTE FOR QUALITY" SIGNAGE BY OTHERS. PIN (STUD) MOUNTED 1/2" FROM THE WALL. ® BRUSHED STAINLESS STEEL "ESTABLISHED 1969 BELT BUCKLE" SIGNAGE BY OTHERS. O 3" X 6" CERAMIC SUBWAY TILE (CT1). © BOOTH AND TABLES SEATING BY OTHERS. O WAINSCOT. SEE DETAIL 3/A230 FOR CERAMIC TILE BASE. O "ORDER PICK-UP" SIGNAGE BY OTHERS. 90 PARTIAL HEIGHT WALL WITH 1" CEASARSTONE WALL CAP. SEE 2/A300 & PARTITION TYPES 12 & 13 ON A300 FOR ADDITIONAL INFORMATION. 10 STOREFRONT SYSTEM, BY LL 11 ARTWORK NICHE/PILASTER - SEE DETAIL 12 NEW STAINLESS STEEL ELLIASON DOOR. 13 TRASH RECEPTACLE(S) BY MILLWORK VENDOR 14 MENU BOARD - SEE DTL 1/A400. 15 CEILING SOFFIT - SEE DTL 3/A220. DIGITAL PREVIEW BOARD (TELEVISION MOUNTED VERTICALLY) ON WD 16 SLATS AND WD BOX BEAM ABOVE W/ SAME FINISH AS SLATS. EDGE OF BOX BEAM TO ALIGN W/ EDGE OF SLATS. REMOVE PORTION OF SLATS BEHIND T.V. TO CONNECT POWER AND DATA LEADS. 17 SHADING DENOTES NEW 3M, MILKY WHITE WINDOW FILM - BY HABIT G.C. 18 PROVIDE "MAXIMUM OCCUPANCY" SIGNAGE CENTER MOUNTED AT 6'-0" A.F.F. & ON GYPSUM BOARD - PER 2013 CBC 1004.3. COORDINATE FINAL LOCATION IN A CONSPICUOUS LOCATION NEAR THE MAIN EXIT OR EXIT ACCESS -DOORWAY. 1 g GYP. BD. CEILING AT 9'-6" ABOVE FINISH FLOOR SEE 2/A400. 20 GYP. BD. BOX BEAM CEILING BUMP OUT 0 HALLWAY - SEE 2/A220. 16" H X 53" L X 1/4" THK. BRUSHED STAINLESS STEEL "CUSTOM 21 BUILT" SIGNAGE BY OTHERS. 22 USE LOWER EDGE OF EXPO SOFFIT FOR TILE START POINT 23 WHITE OPAQUE "BLACKOUT" FILM APPLIED TO INTERIOR SIDE OF GLASS. RECEIVED CITY OF TUKWLA MAR 17 2016 PERMIT CENTER 3-5/8" METAL STUD WALL FRAMING 18'-2%" NORTH ELEVATION SCALE: 1/4' -1'-0' INTERN ELEVATION SYLOOL KEY BUILDING ELEMENTS AND CONSTRUCTED ITEMS ARTWORK AND SIGNAGE LOCATIONS KEYNOTE - SEE ABOVE ARTWORK - SEE SCHEDULE FINISHES - SEE A230 ,FEET -INCHES, t INCHES t P4 C 53Y" N \ \ O " 5-9)in WEST HALLWAY ELE. SCALE1/4' - r -v IePLJA ' s.1 `2016 DIMSIIDN a\ 1 • .1, 1 ...,..i.....;. . s x.:..:...=....1...........:.:....,, s 3 .... 1;;• � COP 'N \ CO 1 : (N j L ,:,;;. , ��� • f 1\ I �• WEST EXPO ELEVATION SCALE: 1/4' -1'-0' NOTE: SEE ELEVATION FOR OVERALL DIMENSIONS - HEAD AND JAMB SIMILAR FACE OF WALL SURFACE BELOW SOLID SURFACE SILL MATERIAL CHAIR RAIL TRIM BELOW " 8" (P4) TAPED METAL CORNER BEAD P2 3-5/8" METAL STUD WALL FRAMING RAM ED STORYBOARD 5/8" GYP. BD. 3 5/8" MTL. STUDS M I N SEE PLAN FOR EXACT PARTITION CONSTRUCITON TYP. ARTWORK NICHE FRAMING DETAIL SCALE: 1 1/2' = P - CHAIR RAIL TRIM BELOW TAPED METAL CORNER BEAD 8 NOTE: SEE ELEVATION FOR OVERALL DIMENSIONS 2Yz" METAL STUD PILASTER FRAMING FRAMED ARTWORK 3%" METAL STUD WALL FRAMING TYP. ARTWORK PILASTER FRAMING DETAIL SCALE: ,vz- r-n R C) 0 a \ \ N. C3 SOUTH DINING ELEVATION SCALE: vaw -r-v P2 P5 3'-2/8" EAST ELEVATION NGLED ANGLED WALL \ \ Sc) \ \ DINING INTERIOR ELEVATIONS GENERAL NOTES: BLACK URETHANE CAULK BETWEEN TILE AND EXTERIOR DOOR THRESHOLDS FLOORING CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL FLOOR PREP NECESSARY FOR ALL FLOORING ALL SEALANTS ARE TO BE CLEAR SILICONE UNLESS OTHERWISE NOTED RETURN ALL FINISHES TO WINDOW / DOOR FRAMES CHAIR RAIL ALWAYS PROVIDE ON TOP OF WALL COVERING WAINSCOT (WC1). TYPICAL TOP OF CHAIR RAIL HEIGHT OCCURS AT 3'-6" A.F.F. UNLESS AT RAISED SEATING THEN BOTTOM OF CHAIR RAIL OCCURS IMMEDIATELY ABOVE RAISED SEATING. CONTINUE NEW FLOORING UNDERNEATH ALL RESTAURANT SEATING G.C. TO ENSURE LEVEL LANDING IS PROVIDED AT EVERY DOOR ENTRANCE FROM EXTERIOR. 1/2" MAX THRESHOLD NEW SEATING EQUIPMENT PROVIDED BY DECOR VENDOR. COORDINATE WITH DECOR VENDOR FOR INSTALLATION 5% (AND A MIN. OF 36" W.) OF ALL COUNTERS TO HAVE SURFACES WHICH ARE BETWEEN 28" AND 34" ABOVE FINISH FLOOR DINING INTERIOR ELEVATION KEYED NOTES: O ORDER COUNTER BY MILLWORK CONTRACTOR - SEE DETAIL 6/A400 O BEVERAGE COUNTER BY MILLWORK CONTRACTOR - SEE DETAIL 5/A400 O BRUSHED STAINLESS STEEL LETTERS - "THERE'S NO SUBSTITUTE FOR QUALITY" SIGNAGE BY OTHERS. PIN (STUD) MOUNTED 1/2" FROM THE WALL. ® BRUSHED STAINLESS STEEL "ESTABLISHED 1969 BELT BUCKLE" SIGNAGE BY OTHERS. O 3" X 6" CERAMIC SUBWAY TILE (CT1). © BOOTH AND TABLES SEATING BY OTHERS. O WAINSCOT. SEE DETAIL 3/A230 FOR CERAMIC TILE BASE. O "ORDER PICK-UP" SIGNAGE BY OTHERS. 90 PARTIAL HEIGHT WALL WITH 1" CEASARSTONE WALL CAP. SEE 2/A300 & PARTITION TYPES 12 & 13 ON A300 FOR ADDITIONAL INFORMATION. 10 STOREFRONT SYSTEM, BY LL 11 ARTWORK NICHE/PILASTER - SEE DETAIL 12 NEW STAINLESS STEEL ELLIASON DOOR. 13 TRASH RECEPTACLE(S) BY MILLWORK VENDOR 14 MENU BOARD - SEE DTL 1/A400. 15 CEILING SOFFIT - SEE DTL 3/A220. DIGITAL PREVIEW BOARD (TELEVISION MOUNTED VERTICALLY) ON WD 16 SLATS AND WD BOX BEAM ABOVE W/ SAME FINISH AS SLATS. EDGE OF BOX BEAM TO ALIGN W/ EDGE OF SLATS. REMOVE PORTION OF SLATS BEHIND T.V. TO CONNECT POWER AND DATA LEADS. 17 SHADING DENOTES NEW 3M, MILKY WHITE WINDOW FILM - BY HABIT G.C. 18 PROVIDE "MAXIMUM OCCUPANCY" SIGNAGE CENTER MOUNTED AT 6'-0" A.F.F. & ON GYPSUM BOARD - PER 2013 CBC 1004.3. COORDINATE FINAL LOCATION IN A CONSPICUOUS LOCATION NEAR THE MAIN EXIT OR EXIT ACCESS -DOORWAY. 1 g GYP. BD. CEILING AT 9'-6" ABOVE FINISH FLOOR SEE 2/A400. 20 GYP. BD. BOX BEAM CEILING BUMP OUT 0 HALLWAY - SEE 2/A220. 16" H X 53" L X 1/4" THK. BRUSHED STAINLESS STEEL "CUSTOM 21 BUILT" SIGNAGE BY OTHERS. 22 USE LOWER EDGE OF EXPO SOFFIT FOR TILE START POINT 23 WHITE OPAQUE "BLACKOUT" FILM APPLIED TO INTERIOR SIDE OF GLASS. RECEIVED CITY OF TUKWLA MAR 17 2016 PERMIT CENTER 3-5/8" METAL STUD WALL FRAMING 18'-2%" NORTH ELEVATION SCALE: 1/4' -1'-0' INTERN ELEVATION SYLOOL KEY BUILDING ELEMENTS AND CONSTRUCTED ITEMS ARTWORK AND SIGNAGE LOCATIONS KEYNOTE - SEE ABOVE ARTWORK - SEE SCHEDULE FINISHES - SEE A230 ,FEET -INCHES, t INCHES t P4 C 53Y" N \ \ O " 5-9)in WEST HALLWAY ELE. SCALE1/4' - r -v IePLJA ' s.1 `2016 DIMSIIDN FACE OF WALL BEYOND 1/2" PLYWOOD BACKING BEHIND 1/4" GYP. BD. CEASAR STONE SILL 3/4" PLYWOOD SUB -SILL CHAIR RAIL TRIM 34" METAL STUD FRAMING TYP. SILL DETAIL SCALE: , ,fir - r -o' INTERIOR COUNTER NOTES: FINAL DIM'S PER CASEWORK VENDOR TEMPLATE/REVS NOT USED SCALE: N/A CEILING ABOVE - SEE A210 "-CLOSURE TRIM L -" -DIGITAL o PREVIEW BOARD EY ASSEMBLY w (D 0.2D ALL SIDES STONE CAP CHAIR RAIL TRIM 6/A505 FFLOOR SURFACE 0 PREVIEW BOARD SECTION SCALE: 1/2•-1-0' CEILING ABOVE - SEE A210 SEE PLAN SECTION (P2ThALL SIDES MENU BOARD SOFFIT - SEE SHEET A220 /DIGITAL PREVIEW f BOARD FINISHED OPENING POWER AND DATA BOXES - SEE ELECTRICAL FLOOR SURFACE CHAIR RAIL TRIM PREVIEW BOARD ELEVATION SCALE: uz-r-n SCALE: NAORDER COUNTER Al SOFFIT SURFACE N Z_ r ARTWORK FIXTURE i LIGHT / o 1 0 ARTWORK SI DES P2 & TOP NICHE P4 BACK I \\ 5 3� tt 1CHAIR ` RAIL TRIM 6/A505 SIM. /FLOOR SURFACE ARTWORK NICHE SECTION SCALE: yr-ro• 5'-44" I1 X Tr PERIMETER SOFFIT - SEE SHEET A220 0 0 /11y" 5'-10" CEILING ABOVE - SEE A210 FINISH STORY BOARD --71 FINISHED NICHE OPENING CR -0 BACK �- P2 SIDES 1 STONE CAP acsi 8'-3" FLOOR SURFACE CHAIR RAIL TRIM ARTWORK NICHE ELEVATION SCALE: Vr-r-a 6'-14„ i` / / ./. / / / / / Tr 1'-4" 12'-8" 7 BEVERAGE COUNTER SCALE: NA 11'-6" 1'-4" 3'-9" /3" / / / / / N N 5'-6" 2'-O" C8 EXPO COUNTER SCALE: NA nEcE a', D CITY OF T1 Wfl A MAR 1 % 2016 PERMIT CENTER t(o DDD (12 SOUTH DEMOLITION ELEVATION SCALE: 1/8" -1'-O' 13 EAST DEMOLITION ELEVATION SCALE: ve' - *-o NOTE 1: REMOVE ALL EXISTING FLASHING, LEADS, ETC. PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE, INSULATION, ETC. NOTE 2: POURABLE SEALER MOUNDED TO SHED WATER (MIN DEPTH OF 2"), REMAINDER OF POCKET MAY BE FILLED WITH A NON— SHRINKING GROUT. NOTE 3: DO NOT USE OVER EXISTING PENETRATION POCKETS NOTE 4: DO NOT USE WHEN SERVICE LINE TEMP EXCEEDS 180'F. NOTE 5: IF FIELD MEMBRANE IS CUT FOR INSTALLATION, THE MEMBRANE MUST BE REPAIRED WITH COMPATIBLE ROOF MEMBRANE PRIOR TO INSTALLATION OF THE PENETRATION POCKET. NOTE 6: MEMBRANE MUST BE INSTALLED WITHIN 1/2" OF PENETRATION. NOTE 7: SEALANT REQUIRED ON PENETRATIONS AND MEMBRANE INSIDE OF PENETRATION POCKET. POURABLE SEALER 6" / CUT PVC PIPE PITCH POCKET SEALANT BONDING ADHESIVE ROOF MEMBRANE INSULATION ROOF DECK NON—SHRINK GROUT PENETRATION DECK PITCH POCKET PENETRATION SCALE: N.T.S. DEMOLITION KEYED NOTES INDICATED BY SYMBOL: Q 0 REMOVE EXST. STOREFRONT SYS. DOORS WHERE INDICATED; PREP RAILS AND STILES TO ACCEPT NEW STOREFRONT GLAZING AS INDICATED IN DTL'S. 1&2 THIS SHEET. D2 REMOVE ENTIRE STOREFRONT PANE WHERE INDICATED; RE—USE PERIMETER RAILS/STILES AS APPLICABLE PER SCOPE IN DTL'S. 1&2 THIS SHEET. D3 REMOVE INDICATED PORTIONS OF STOREFRONT PANES; SURROUNDING RAILS & STILES TO REMAIN U.N.O. 0 REMOVE PORTION OF INDICATED STOREFRONT RAIL/STILE WHERE INDICATED BY PARTIAL PANE REMOVAL. D5 REMOVE PORTION OF SURFACE—APPLIED METAL PANEL WHERE INDICATED— SAVE REMAINDER AS NEEDED FOR SCOPE AS INDICATED IN DTL'S. 1&2 THIS SHEET 0 REMOVE SURFACE—APPLIED METAL PANEL WHERE INDICATED. NOTE: PERIMETER FASTENING OF THE DECK MEMBRANE WILL BE THE SAME FASTENING PATTERN AS THE FIELD MEMBRANE, MAX. 18—INCHES ON CENTER, AND NO LESS THAN ONE FASTENER PER SIDE. SHEET MTL CAP P.T. 5/8" PLYWOOD P.T. 2x10 0 16" O.C. SECURED TO P.T. BLOCKING SECURED ON THE DECK 8" MIN. GALVANIZED NAIL 6" O.C. DECK DURO—LAST PREFABRICATED CUSTOM CURB FLASHING NOTE: PERIMETER FASTENING OF THE DECK MEMBRANE WILL BE THE SAME FASTENING PATTERN AS THE FIELD MEMBRANE, MAX. 18—INCHES ON CENTER, AND NO LESS THAN ONE FASTENER PER SIDE. — SECURE CURB TO BELOW DECK BLOCKING I RECTANGULAR PENETRATION I CONDENSER CURB i 6 SCALE: N.T.S. GALVANIZED NAIL 6" O.C. DURO—LAST PREFABRICATED CUSTOM CURB FLASHING RECTANGULAR PENETRATION SCALE: N.T.S. ADJACENT HABIT BURGER ADJ. TENANT HABIT BURGER SOUTH ELEVATION SCALE: 1/8' -1'-0' HABIT BURGER ADJ. TENANT NOTE: ALL EXTERIOR SIGNAGE UNDER SEPARATE PERMIT. G.C. TO COORDINATE SIGNAGE ANCHORAGE REQUIREMENTS WITH SIGNAGE VENDOR. 2 r EAST ELEVATION SCALE: ve'-,b• PATIO RAIL DETAIL NOTE 1: IF A LEAD FLASHING IS PRESENT ON THE PIPE, IT MUST BE REMOVED BEFORE A DURO—LAS STACK FLASHING IS INSTALLED. NOTE 2: MEMBRANE ATTACHMENT AROUND THE PENETRATION WILL BE THE SAME AS THE DECK MEMBRANE, MAX. 18—INCHES ON CENTER, AND A MINIMUM ONE PLATE/FASTENER PER FLASHING. TYPICAL VENT PIPE STAINLESS STEEL BAND STAINLESS STEEL BAND POSITIONED 1/4—INCH FROM THE TOP OF THE STACK FLASHING 8„ MIN. ,G,MIN:30•M MAIL int MEW DECK DURO—LAST PREFABRICATED VENT STACK FLASHING ININVXMIr !NU Si•riZ=4/ MIL ROUND PENETRATION SCALE: N.T.S. 1 1/2" SQUARE TUBE STEEL TOP RAIL W/ BENJAMIN MOORE ACRUC AURA SERIES SEMI—GLOSS FINISH BLACK PAINT TYPICAL 1-1/2" SQUARE TUBE POST W/ BENJAMIN MOORE ACRLIC AURA SERIES SEMI—GLOSS FINISH BLACK PAINT TYPICAL 3/4" SQUARE TUBE STEEL VERTICAL PICKET W/ BENJAMIN MOORE ACRLIC AURA SERIES SEMI—GLOSS FINISH BLACK PAINT 4" O.C. 1-1/2" SQUARE TUBE STEEL BOTTOM RAIL W/ BENJAMIN MOORE ACRLIC AURA SERIES SEMI—GLOSS FINISH BLACK PAINT NOTE: GRIND ALL FENCING WELDS AND EDGES SMOOTH AND TOUCH—UP FINISH AS REQUIRED 4" DIA. CORE DRILLED IN SLAB FOR POSTS. SET POST IN EPDXY FLOOR STONE — TYP. 1/4" THICK x 6" SQUARE STEEL BASE PLATE • WELDED TO VERTICAL POSTS WITH (4) 1/2" HOLES Sc (4) 1/2"0x3-3/4" MIN. HILTI REDHEAD GALVANIZED STEEL EXPANSION ANCHOR OR DRILL—IN EPDXY—SET ANCHOR BOLTS ® EVERY OTHER TYP RAILING POST NOTE 1: INSTALL ONE VENT FOR EVERY 1,000 SQUARE FEET OF DURO—LAST DECK MEMBRANE. VENTS SHALL BE EVENLY SPACED BETWEEN ROWS OF FASTENING TABS ACROSS THE ROOF. NOTE 2: CUT A 7—INCH HOLE THROUGH DURO—LAST MEMBRANE FOR VENT INSTALLATION AND INSTALL FEET UNDER MEMBRANE. DO NOT FASTEN VENT TO DECK. DURO—LAST TWO—WAY VENT WITH PREFABRICATED SKIRT FACTORY WELDED VENT SKIRT DECK TWO-WAY BREATHER VENT SCALE: N.T.S. RECEIVED CITY OF TUKWILA MAR 17 2016 PERMIT CENTER EXTERIOR ELEVATION KEYED NOTES INDICATED BY SYMBOL Q 0 0 0 0 0 0 0 0 10 11 12 6x6 ADA ACCESSIBILITY STICKER TACTILE EXIT SIGNAGE BEYOND (INTERIOR FACE OF WALL) 3M, MILKY WHITE "FROSTED" TRANSLUCENT FILM APPLIED TO INTERIOR SIDE OF GLASS ON BOTTOM PANES OF STOREFRONT SYSTEM WHERE INDICATED 3M, BLACK, OPAQUE 'BLOCKOUT' FILM APPLIED TO INTERIOR SIDE OF GLASS ON INDICATED PANES OF STOREFRONT SYSTEM NEW STANDARD HABIT DOOR(S) IN MODIFIED STOREFRONT SYSTEM THAT MATCHES EXISTING; VER. DOOR HGT. IN FIELD; REF. DOOR SCHED. ON A200 FOR WIDTH; SEE 3/A510 FOR SIGNAGE AT THIS LOCATION. NEW BUILDING SIGNAGE INSTAI I FD BY SIGNAGE VENDOR INFILL EXST. DR. PR. OPEN'G. W/ NEW STOREFRONT GLAZ'G. Sc RAILS TO MATCH EXST; MOD. STILES AS REQ'D. TO MATCH EXST MOD. EXST. STOREFRONT RAIL & STILE TO ACCEPT JAMB UNITS FOR NEW PR. DR'S; INFILL STOREFRONT OPEN'G. BY EXST. STILE WITH NEW MAT. AS REQ'D. TO ATTAIN DR. WIDTH AS NOTED IN DR. SCHED. ON A200. MOD. EXST. STOREFRONT RAIL & STILE TO ACCEPT JAMB UNITS FOR NEW PATIO DOOR. ADD NEW STILE AND TRUNCATE EXST GLAZ. UNITS AS REQ'D. TO FORM NEW STOREFRONT JAMB UNIT OF PATIO DOOR. SURFACE APPLIED METAL PANEL TO MATCH EXST; REPLACE/MODIFY PANELS TO LOCATE NEW/REVISED SEAMS AS SHOWN. NEW AWNING(S) WHERE INDICATED; AWNING PROFILE TO MATCH ADJ. UNITS IN CENTER: SIZE HEIGHT FOR TOP ® EXST. E.I.F.S. REVEAL, BTM. HEIGHT ABV. STOREFRONT OPN'G. TO MATCH ADJ. AWNING PROFILE; PROVIDE BREAK IN AWNING, ALIGNED WITH INDICATED STOREFRONT STILE TO MATCH BREAKS IN ADJ. RUNS OF AWNINGS. PATIO RAILING SHOWN FOR REFERENCE; SEE DTI. 9/A510 FOR PROFILE. L(t-'Db ♦ " 18" W. x 13" H. "THE HABIT 1.<... BURGER GRILL" VINYL LOGO— PROVIDE AND INSTAI I FD BY I SIGNAGE VENDOR ® EA. DOOR 60" - VERIFY I 0 T T ENTRY DOORS, SPEC'D BY HABIT BURGER NOTE: HOURS SIGNAGE TO ALWAYS BE ON OPPOSITE SIDE OF DOOR FROM TRASH RECEPTACLE RIOLOMS azday 1111 J !° 1Riu ^ t� u� .� . of no 1 "THE HABIT BURGER GRILL,•.. OPEN/CLOSED & HOURS" SIGNAGE— PROVIDED AND INSTALLED ON DOOR BY SIGNAGE VENDOR kliustwKant TYPICAL ENTRY DOOR DETAIL I A510 BEAM REINFORCED NOTES: 1. EXISTING 5 1/8"x21" GLB. 2. EXISTING 4x14 PURLIN. 3. 3/8" DIA THRU BOLTS AT 18" 0.C. - STAGGER HIGH AND LOW. 4. 1/2" x 6" CONTINUOUS STEEL PLATE EACH SIDE OF BEAM. 16-076 NO SCALE GENERAL STRUCTURAL NOTES (APPLY UNLESS NOTED O1HERMNE ON DRAMNGS) BUILDING CODE: 2012 EDITION OF THE INTERNATIONAL BUILDING CODE LOADS: ROOFS: ROOF LIVE LOAD = 25 PSF. ROOF DEAD LOAD = 15 PSF. LATERAL: WIND: BASIC DESIGN WIND SPEED (3 -SECOND GUST) - 110 MPH (ASCE 7-10). EXPOSURE C. RISK CATEGORY II. SEISMIC: MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = 1.452. MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = 0.541. SOIL SITE CLASS, D. DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 0.968. DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.541. SEISMIC DESIGN CATEGORY, D. STRUCTURAL STEEL: GENERAL: ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL. ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL BOLTS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS NOTED OTHERWISE. WOOD: GENERAL: WOOD FRAMING MEMBERS SHALL NOT BE NOTCHED OR DRILLED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. ALL NAILING NOT NOTED SHALL BE PER IBC AND COMMON NAIL DIAMETER TABLE BELOW. ALL BOLTING SHALL BE PER STRUCTURAL STEEL SECTION ABOVE. WOOD CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -11E COMPANY. INC. OR OTHER MANUFACTURER WITH CURRENT AND EQUIVALENT ICC APPROVAL WHERE "TYPE" OF CONNECTOR IS INDICATED ON THE DRAWINGS, THE CONNECTOR AND ATTACHMENT SHALL BE PER THE MAXIMUM MODEL NUMBER BASED ON THE SIZE OF THE MEMBERS CONNECTED. NAIL TYPE REQ'D DIA REQ'D GA LENGTH 6d 0.113" 11 1/2 2" 8d 0.131" 10 1/4 2 1/2" 10d 0.148" 9 3" NAIL TYPE REQ'D DIA REQ'D GA LENGTH 12d 0.148" 9 3 1/4" 16d 0.162" 8 3 1/2" 20d 0.192" 6 4" SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WWPA OR THE WCLIB. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE MINIMUM PROPERTIES WHICH MEET OR EXCEED THE FOLLOWING WOOD TYPES: JOISTS 2 X 4 2 X 6 OR LARGER WOOD TYPE H.F. STND D.F. #1 GLUED -LAMINATED BEAMS (GLULAM/GLB): ALL STRUCTURAL GLUED -LAMINATED BEAMS SHALL MEET THE COMBINATION REQUIREMENTS FROM THE REFERENCED AITC-117 OR NATIONAL DESIGN SPECIFICATION. BEAMS FOR SINGLE SPAN CONDI11ONS SHALL BE 24F -V4 DF, WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 265 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI. ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER REFERENCED AITC AND WCLA STANDARDS. SUPPLIER SHALL VERIFY WITH ARCHITECT THE GRADE FINISH OF ALL ARCHITECTURALLY EXPOSED FRAMING MEMBERS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER (STD) IS DEFINED AS RADIUS OF CURVATURE EQUAL TO 2500 FEET MINIMUM. GENERAL NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUC11ON DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUC11ON. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUC11ON. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUC11ON. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. BEAM TO EXISTING ROOF 105 L HOOD SUPPORT NOTES: I. EXISTING 2x6 AT 24" O.C. 2. SIMPSON H2.5A EACH 2x6. 3. HU3.25/10.5 HANGER EACH END - TYP. 4. NEW BEAM. 5. EXISTING GIRDER BEYOND. 16-067 NO SCALE NOTES: 1. #8 WIRE WITH 3 TURNS TYP. WHERE SHOWN ON PLAN. SEE DETAIL 106 FOR TOP CONNECTION. 2. 1/4"x3"x3" WASHER. 3. 4x4 BLOCKING WITH LU HANGER EACH END. 4. EXISTING WOOD JOIST. 5. 3/8" DIA. THREADED ROD WITH UNISTRUT SEISMIC ROD STIFFENERS. 6. HOOD BY OTHERS. 107 (1) BRACE TO EXISTING WOOD JOIST { (3) (4) HOOD TO WALL Ei 0 0 16-076 NO SCALE NOTES: 1. EXISTING WOOD JOIST. 2. 1/4" DIA. LAG EYE. 3. 3 TURNS. 4. WIRE PER DETAIL 105. 16-076 NO SCALE NOTES: 1. THREADED ROD PER PLAN. 2. HOOD. 3. #10 SCREW AT EACH STUD. 4. EXISTING STEEL STUD WALL 16-076 NO SCALE BEAM TO BEAM (1) r MECH'L EQUIPMENT TO ROOF FRAMING NOTES: 1. WOOD BEAM - EXISTING AS OCCURS. 2. NEW BEAM. 3. LUS210-2 AT 2-2x12 BEAMS. HU212-3 AT 3-2x12 BEAMS. HUCQ612-SDS AT 5 1/8"x16 1/2" GLB. 16-076 NO SCALE NOTES: 1. MECH'L UNIT BY OTHERS. 2. SCREW #1 (PER TABLE BELOW) ALL AROUND UNIT. 3. CURB BY OTHERS. 4. SCREW #2 (PER TABLE BELOW) ALL AROUND UNIT. 5. EXISTING PLYWOOD SHEATHING. 6. EXISTING WOOD JOIST - DO NOT CUT OR DAMAGE. 7. 2x6 BLOCKING WITH LU HANGER AT EACH END - TYP. UNDER CURBS. 8. EXISTING WOOD PURLIN AS OCCURS. MECH'L EQUIPMENT TO ROOF FRAMING 103 PLAN - NEW OPENING IN EXISTING ROOF 16-076 NO SCALE NOTES: 1. MECH'L UNIT BY OTHERS. 2. SCREW #1 PER DETAIL 101 ALL AROUND UNIT. 3. CURB BY OTHERS. 4. SCREW #2 PER DETAIL 101 ALL AROUND UNIT. 5. EXISTING PLYWOOD SHEATHING. 6. EXISTING WOOD PURLIN. 7. NEW FRAMING MEMBER PER PLAN WITH LU HANGER EACH END. 16-076 NO SCALE NOTES: 1. NEW OPENING. 2. EXISTING JOIST/BEAM. 3. NEW 2x6 WITH LUS HANGER EACH END, TYP. NOTE: DO NOT CUT OR DAMAGE EXISTING JOISTS OR BEAMS. 16-076 NO SCALE CONNEC110N (COMMON NAILS ONLY) SCREW #1 SELF TAPPING SCREW #2 WOOD SCREW MAU1 #12 AT 8" O.C. ALL AROUND #12x2 1/2" AT 12" O.C. ALL AROUND EF #12 AT 12" O.C. ALL AROUND #12x2 1/2" AT 12" O.C. ALL AROUND r MECH'L EQUIPMENT TO ROOF FRAMING NOTES: 1. WOOD BEAM - EXISTING AS OCCURS. 2. NEW BEAM. 3. LUS210-2 AT 2-2x12 BEAMS. HU212-3 AT 3-2x12 BEAMS. HUCQ612-SDS AT 5 1/8"x16 1/2" GLB. 16-076 NO SCALE NOTES: 1. MECH'L UNIT BY OTHERS. 2. SCREW #1 (PER TABLE BELOW) ALL AROUND UNIT. 3. CURB BY OTHERS. 4. SCREW #2 (PER TABLE BELOW) ALL AROUND UNIT. 5. EXISTING PLYWOOD SHEATHING. 6. EXISTING WOOD JOIST - DO NOT CUT OR DAMAGE. 7. 2x6 BLOCKING WITH LU HANGER AT EACH END - TYP. UNDER CURBS. 8. EXISTING WOOD PURLIN AS OCCURS. MECH'L EQUIPMENT TO ROOF FRAMING 103 PLAN - NEW OPENING IN EXISTING ROOF 16-076 NO SCALE NOTES: 1. MECH'L UNIT BY OTHERS. 2. SCREW #1 PER DETAIL 101 ALL AROUND UNIT. 3. CURB BY OTHERS. 4. SCREW #2 PER DETAIL 101 ALL AROUND UNIT. 5. EXISTING PLYWOOD SHEATHING. 6. EXISTING WOOD PURLIN. 7. NEW FRAMING MEMBER PER PLAN WITH LU HANGER EACH END. 16-076 NO SCALE NOTES: 1. NEW OPENING. 2. EXISTING JOIST/BEAM. 3. NEW 2x6 WITH LUS HANGER EACH END, TYP. NOTE: DO NOT CUT OR DAMAGE EXISTING JOISTS OR BEAMS. 16-076 NO SCALE CONNEC110N (COMMON NAILS ONLY) NAILING JOIST TO SILL OR GIRDER, TOENAIL 3 - 8d BRIDGING TO JOIST, TOENAIL EACH END 2 - 8d SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANEL 16d AT 16" O.C. 3-16d PER 16" TOP PLATE TO STUD, END NAIL 2 - 16d S STUD TO SOLE PLATE 4 - 8d, TOENAIL OR: 2 - 16d, END NAIL DOUBLED STUDS, FACE NAIL 16d AT 24" O.C. DOUBLED TOP PLATES, TYPICAL FACE NAIL DOUBLED TOP PLATES, LAP SPLICE 16d AT 16" O.C. 8 - 16d BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3 - 8d RIM JOIST TO TOP PLATE, TOENAIL 8d AT 6" 0.C. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL 2 - 16d CONTINUOUS HEADER, TWO PIECES 16d AT 16" O.C. ALONG EACH EDGE CEILING JOISTS TO PLATE, TOENAIL 3 - 8d CONTINUOUS HEADER TO STUDS, TOENAIL 4 - 8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3 - 16d CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3 - 16d RAFTER TO PLATE, TOENAIL 3 - 8d BUILT-UP CORNER STUDS 16d AT 24" O.C. BUILT-UP GIRDER AND BEAMS 20d AT 32" O.C. TOP AND BOTTOM, AND STAGGERED 2-20d EACH END AND SPUCES NOTE: FOR COMMON NAIL MINIMUM REQUIREMENTS. SEE G.S.N. NAILING SCHEDULE - U.N.O. 2-2x12 AND LARGER 2-2x10 AND SMALLER BUILT UP WOOD MEMBERS JOIST TO BEAM (1 ) 601-01 NOTES: NO SCALE 1. 1/4 DEPTH OF MEMBER - TYPICAL 2. FRAMING MEMBER. 3. 1/2" DIA MIN BOLTS AT 24" O.C. STAGGERED. 4. 16d NAILS MIN AT 12" O.C. STAGGERED. NOTE: INSTALL 2 CONNECTORS AT END AS SHOWN. 640-21.01 NO SCALE NOTES: 1. NEW BEAM. 2. EXISTING 2-2x12 JOIST. 3. NEW LUS210-2 HANGER. 16-076 NO SCALE p Flo -doh RECEIVED CITY OF TUK ILA MAR 17 2016 PERMIT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S100 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSTRUCTION OR RECORDING UNLESS CONSIDERED PREUMINARY -NOT FOR THE STRUCTURAL ENGINEER OF SIGNATURE. RECORD'S SEAL IS AFFIXED j9Ii WRITTEN PROJECT NUMBER 16-076 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN CARUSO • TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) c al )E IE C yds 2 J 11E )F aE D, 0 W m r w W U EXISTING 5 1/8"x22 1/2" GLB r fi- Qkr+- CD NI U m' W N EXISTING RTU1 1068# EXISTING 5 1/8"x21 GLB EXISTING 5 1/8"x21 GLB REINFORCE BEAM PER DETAIL 108 - FULL LENGTH BOTH SIDES EXISTING 5 1/8"x21 GLB J CURB PER DETAIL 101 NEW 2x6 UNDER EDGE OF CURB PER DETAIL 102 EXISTING RTU 2 940# I— BRACE PER --� DETAIL 105 N� r, �TI 0 0 NEW HOOD 1172# I• NEW 3 1/8"x12" GLB BRACE PER DETAIL 105 ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" NEW OPENING PER DETAIL 103 107 NEW OPENING PER DETAIL 103 3/8" DIA THREADED ROD PER DETAIL 105 - TYP EXISTING 6 3/4"x16 1/2" GLB THIS LINE EXISTING 2-2x12 I (HF#2) AT 16" 0.C.1 EXISTING 6 3/4"x18" GLB THIS LINE —N EXISTING 2-2x12 AT 19.2" O.C. EXISTING 6 3/4"x18" GLB THIS LINE EXISTING 2-2x12 AT 19.2" O.C. J EXISTING JOIST TO REMAIN NEW GREASE INTERSEPTOR BELOW NEW 3-2x12 / NEW 3-2x12 EXISTING JOIST TO REMAIN f NEW 2x6 IN BETWEEN CROSS BEAMS LU HANGER EACH END 173 4 If EXISTING PILE BELOW TO REMAIN - TYP NEW 2-2x12 UNDER EQUIPMENT. PLACE IN BETWEEN EXISTING 2-2x12 NOTE: WHERE EXISTING PLYWOOD IS TO BE REPLACED - USE PLYWOOD OF SAME THICKNESS. FASTEN WITH #8 WOOD SCREWS x 2 1/2" LONG AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT FIELD. FLOOR FRAMING PLAN SCALE: 1/8" = 11-0" Diti-000 R CoVEL) CITY OF TUKWLA MAR 17 2016 PERMIT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S100 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 16-076 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN / CARUSO' TURLEY• SCOTT. INC I`, consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) I U, st- pf LL fedi p N 0 ¢I I z 0� UQ u,€_ W 3 JC O Ci VI ( r A r, 2 Df 5 Es: 20 f a4it: :0 16 ") 1C Co 0 U LLF c 0 m 0 W W 0 • CV `n, N N S200 i X1,4 UST •I•,. MAKE-UP AIR FAN BY KEC. SEE MECHANICAL DRAWINGS FOR EXACT CONFIGURATION AND SPECIFICATIONS. 10'-0" MIN. VERIFY WITH LOCAL CODE 4 EXHAUST FAN BY KEC. SEE MECHANICAL DRAWINGS FOR EXACT CONFIGURATION AND SPECIFICATIONS. VENTED CURB EXHAUST DISCHAIE TO BE LEVELED WITH PARAPET WALL PARAPET WALL BY GEN. CONTRACTOR REFER TO ARCHITECTURAL PLANS FOR REQUIREMENTS FINISHED CEILING BY GENERAL CONTRACTOR MAKE UP AIR DUCT WORK BY MECHANICAL CONTRACTOR. SEE MECHANICAL DRA ik4s FOR EXACT COtfIGURAT ON AND SPECIFICATIONS. CONNECTION TO HOOD BY MECHANICAL CONTRACTOR. HANGER RODS - BY GC 6/S TRIM BY KEC. FIRE DAMPER IN M.U.A. COLLAR 3" MINIMUM - 12" MAXIMUM AIR SPACE-TYP. RATED DUCT SHAFT BY GEN. CONTRACTOR. TO COMPLY IU/ LOCAL CODE. 6" MIN. COCKING EQUIP BY KEC F. ==Y3 CONTINUOUS WELDED CONNECTION DUCT TO HOOD PLENUM BY KEC. NON-COMBUSTIBLE WALL BY GENERAL CONTRACTOR (STRUCTURAL STEEL STUDS RECOMMENDED) FOOD HEATING OR WARMING DEVICES SUCH AS CHEESE MELTERS, ETC., THAT ARE INSTALLED ABOVE OTHER EQUIPMENT BENEATH AN EXHAUST HOOD, MAY CREATE AN AIR FLOW OBSTRUCTION TO PROPER VENTILATION OF THE EQUIPMENT FOR WHICH THE HOOD VENTILATION SYSTEM IS DESIGNED. THEREFORE THE DESIGN, CONSTRUCTION AND INSTALLATION OF SUCH WARMING DEVICES UNDER A HOOD ARE SUBJECT TO EVALUATION AND APPROVAL BY THIS AGENCY PRIOR TO INSTALLATION. 2_ CANOPY -TYPE HOODS: THE LOWER LIP OF CANOPY -TYPE HOODS SHALL NOT BE MORE THAN SEVEN FEET ABOVE THE FINISHED FLOOR AND SHALL NOT BE MORE THAN FOUR FEET ABOVE THE COOKING SURFACE. THE HOOD CAPTURE AREA SHALL OVERHANG OR EXTEND A HORIZONTAL DISTANCE NOT LESS THAN SIX INCHES BEYOND THE OUTER EDGES OF THE COOKING SURFACES, ON ALL OPEN SIDES. CANOPY HOODS SHALL HAVE GREASE TROUGHS AND DRIP PANS THAT ARE EASILY CLEANABLE. 3, MECHANICAL EXHAUST VENTILATION SHALL BE REQUIRED AT OR ABOVE ALL COOKING EQUIPMENT SUCH AS RANGES, GRIDDLES, OVENS, DEEP FAT FRYERS, BARBECUES AND ROTISSERIES TO EFFECTIVELY REMOVE COOKING ODORS, SMOKE, STEAM, GREASE AND VAPORS. 4. ALL HOODS, DUCTS, AND EXHAUST OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE UNIFORM MECHANICAL CODE AS ADOPTED BY THE LOCAL BUILDING DEPARTMENT. 5. ALL JOINTS AND SEAMS SHALL BE TIGHT OR SOLDERED FOR EASE OF CLEANING. RIVETED SEAMS ARE NOT ACCEPTABLE. EXHAUST HOOD IS ELECTRONICALLY INTERLOCKED WITH MAKE UP AIR (MUA) DUCTS. SEE EXHAUST HOOD DETAILS FOR WIRING DIAGRAM. T. NON -CANOPY TYPE HOODS: UNITS ARE APPROVED PROVIDED - THEY ARE CONSTRUCTED TO BE EASILY CLEANABLE AND THEY COMPLY WITH THE MINIMUM EXHAUST AIR VELOCITY REQUIREMENTS. SHIELDING AT THE ENDS OF THE HOOD MAY BE NECESSARY TO PREVENT INTERFERENCE FROM CROSS DRAFTS. S. MAKE-UP AIR: ENGINEER MADE MAKE-UP AIR SYSTEM THAT PROVIDES AT LEAST 80A MUA WHICH IS MECHANICALLY EXHAUSTED. WINDOWS AND DOORS WILL NOT BE USED FOR THE PURPOSE OF PROVIDING MAKE-UP AIR. 9. FIRE EXTINGUISHING SYSTEMS: FIRE EXTINGUISHING SYSTEMS MAY REQUIRE LOCAL FIRE DEPARTMENT CODES. NSTALLATION ALLOWS EASY ACCESS TO CLEAN BOTH HOOD AND DUCT SYSTEM. IT IS NEVER TO BE INSTALLED ABOVE ANY TYPE OF FOOD OR UTENSIL HANDLING AREAS I A CONCRETE SLAB IS PROVID D FOR TRASH, GARBAGE, AND GREASE CONTAINER IF WALLS ENCLOSE AREA, THE INTERIOR WALL SURFACESWILL BE SMOOTH, SEALED AND WASHABLE (E.G, PLASTERED SMOOTH AND PAINTED, ETC.), 2 ALL FOOD -RELATED AND UTENSIL -RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED PROGRAM. 3 ALL FLOOR MOUNTED EQUIPMENT WILL BE INSTALLED ON MINIMUM 6' SANITARY LEGS CASTORS OR COMPLETELY SEALED IN POSITION ON A 4' HIGH CURB WITH CONTINUOUSLY COVERED BASE. COUNTERTOP EQUIPMENT WILL BE ON 4 -INCH SANITARY LEGS OR SEALED TO THE COUNTER UNLESS READILY MOVABLE. 4 IF SOFT DRINK, ICE OR OTHER DISPENSERS ARE SELF-SERVICE, OR IF REFILLS ARE PROVIDED THEY MUST BE PUSH BUTTON TYPES OR LEVER TYPES WHERE THE LEVER CONTACTS THE CONTAINER AT LEAST ONE INCH BELOW THE RIM. 5 ANY OPENABLE WINDORS VENT OPENINGS OR OTHER SIMILAR OPENINGS MUST BE PROVIDED WITH TIGHT FITTING SCREENS OF MINIMUM I6 -MESH TO THE INCH. WINDOWS TO BE FIXED AT FOOD PREP, UTENSL-WASHING, OPEN FOOD AND UTENSIL STORAGE AREAS. 6 ALL EXTERIOR DOORS OPEN OUTWARD AND ARE SELF-CLOSING AND TIGHT FITTING. 1 BI -FOLD, FRENCH, ACCORDION STYLE AND ROLL -UP DOORS CANNOT OPEN INTO THE FOOD PRE, UTENSIL WASHING OR UN PACKAGED FOOD SERVICE AREAS. 8 TOILET ROOM AND DRESSING ROOM DOORS MUST BE SELF-CLOSING, TIGHT FITTING. 9 DELIVERY DOORS TO HAVE AIR CURTAIN FANS THAT SPAN THE WIDTH OVER THE DOOR. THE FAN MUST BE ACTIVE VIA A MICROSWITCH PROVIDING MINIMUM VELOCITY OF 1600 FROM MEASURED 3 FEET ABOVE THE GROUND. 10 A MINIMUM OF 10 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED IN WALK-IN REFRIGERATED STORAGE AND DRY STORAGE ROOMS AND AT LEAST 20 -FOOT CANDLES IS PROVIDED WHERE FOOD IS PROVIDED FOR CONSUMER SELF-SERVICE, WHERE FRESH PRODUCE OR PREPACKAGED FOODS ARE SOLD OR OFFERED FOR CONSUMPTION: INSIDE EQUIPMENT SUCH AS REACH -IN AND UNDER -COUNTER REFRIGERATORS: IN AREAS USED FOR HANDWASHING, WAREWASHING, EQUIPMENT AND UTENSIL STORAGE, AND IN TOILET ROOMS. 11 A MINIMUM OF 50 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED WHEN WORKING WITH FOOD OR WORKING WITH UTENSILS OR EQUIPMENT SUCH AS KNIVES, SLICERS, GRINDERS, OR SAWS WHERE EMPLOYEE SAFETY IS A FACTOR AND IN ALL AREAS DURING PERIODS OF CLEANING. 12 SHATTERSHIELDS FOR ALL LIGHT ABOVE FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE PROVIDED. 13 ALL WAREWASHING SINKS TO HAVE 3 COMPARTMENTS THAT ARE A MINIMUM SIZE OF AT LEAST 18"XIS"X12" DEEP (OR I6"X20"XI2" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. IF AGAINST A WALL, IT MUST HAVE AN 8" INTEGRAL BACKSPLASH. HOWEVER, IT MUST BE CAPABLE OF ACCOMMODATING THE LARGEST UTENSIL TO BE WASHED. A WAREWASHING MACHINE DOES NOT SUBSTITUTE FOR THE SINK REQUIREMENT. 14 SINKS TO HAVE SPOUTS) CAPABLE OF REACHING EACH COMPARTMENT. 15 FOOD PREP -SINK COMPARTMENT(S) IS TO BE AT LEAST IS"XIS"X12" DEEP (OR 16"x20"XI2" DEEP) WITH A MINIMUM 18" DRAINBOARD SEPARATE FOOD PREP -SINKS Is TO BE PROVIDED FOR MEATS AND PRODUCE. 16 THE 3 OR 4 COMPARTMENT BAR SINK TO BE AT LEAST I2"X12"X10"" DEEP (OR 10"X14"X10" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. 11 A SEPARATE WET WASTE DUMP FIXTURE SHALL BE PROVIDED FOR DISPOSAL OF DRINK OR WASTE ICE OR COFFEE WASTE. Is EACH HANDWASHING SINK MUST HAVE PERMANENTLY MOUNTED SINGLE -SERVICE SOAP AND PAPER TOWEL DISPENSERS. 19 THE WATER HEATER WILL CONSTATNLY SUPPLY 120 DEGREE FARENHEIT COMMERCIAL TYPE HOT WATER TO ALL SINKS. IN SIZING THE WATER HEATER THE PEAK HOURLY DEMAND FOR ALL SINKS, ETC., ARE ADDED TOGETHER TO DETERMINE THE MINIMUM REQUIRED RECOVERY RATE. 20 ALL LAVATORIES OR HAND SINKS WILL HAVE A COMBINATION FAUCET OR PRE -MIXING FAUCET CAPABLE OF SUPPLYING WATER TEMPERED TO 100 DEGREES FAHRENHEIT SELF-CLOSING OR METERED FAUCET TO PROVIDE AT LEAST 15 SECONDS OF WATER WITHOUT REACTIVATION. 21 ALL PLUMBING ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRICTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS, PLUMBING, ETC. SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS. 22 CONDUITS, PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING. 23 MULTIPLE RIMS OR CLUSTERS OF CONDUIT OR PIPELINES SHALL BE FURRED IN OR ENCASED IN AN APPROVED SEALED ENCLOSURE. ALL LIQUID WASTE SHALL BE DRAINED BY MEANS OF INDIRECT WASTE PIPES INTO 24 A FLOOR SINK. FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE SUITABLE EASILY REMOVABLE SAFETY OVER GRATES. FLOOR SINK IS TO BE 50% EXPOSED WHEN NO ACCESS IS PROVIDED FOR CLEANING 25 OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT. 26 APPROVED BACKFLOW PREVENTION DEVICES SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. HOSES SHALL NOT BE ATTACHED TO A FAUCET OR HOSE BIBB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED. 21 WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP. FOR CLEANING FLOOR MATS, THE JANITORIAL SINK TO BE A MINIMUM 24" BY 36" 28 FLOOR -MOUNTED TYPE. MOPS SHALL BE PLACED IN POSITION THAT ALLOWS THEM TO AIR-DRY WITHOUT SOILING WALLS, EQUIPMENT, OR SUPPLIES. 29 THE JANITORIAL SINK FAUCET WILL HAVE A THREADED OUTER LIP FOR HOSE ATTACI-IM NT AND AN APPROVED BACKFLOW PREVENTION DEVICE, NO CHEMICAL DISPENSING SYSTEMS OR SHUTOFF VALVES TO BE ATTACHED TO MOP SINK FAUCET OUTLET (UNLESS A "SIDEKICK" PLUMING DEVICE IS INSTALLED). 30 NO CONDENSATE OR WASTE WATER INCLUDING HVAC WILL DRAIN INTO JANITORIAL SINK 31 GREASE TRAP TO BE LOCATED OUTSIDE THE FOOD SERVICE ACTIVITY AREA, FLUSH WITH THE FINISHED FLOOR WHEN INDOORS. LOCAL WASTEWATER DISTRICT OR BUILDING DEARIMENT TO BE CONTACTED FOR GREASE REMOVAL REQUIREMENTS. 32 FLOOR DRAINS SHALL BE INSTALLED IN FLOORS THAT ARE WATER -FLUSHED FOR CLEANING AND IN AREAS WHERE PRESSURE SPRAY METHODS FOR CLEANING EQUIPMENT ARE USED, IN RESTROOMS, JANITORIAL ROOMS, SCULLERIES AND AT BARS WITH WAREWASHING. FLOOR SURFACES IN AREAS PURSUANT TO THIS SHALL BE SLOPED 1:50 TO THE FLOOR DRAINS. 33 ADEQUATE VENTILATION IS TO BE PROVIDED TO ALL TOILET ROOMS, JANITOR CLOSETS WITH MOP SINKS, AND INDOOR TRASH ROOMS AND IN DRESSING AND CHANGE ROOM(S). 34 THE FLOOR FINISH WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT AND WALKWAYS WILL HAVE A LIGHT TEXTURE ONLY. THE PAINT USED ON WALLS AND CEILINGS OF ALL KITCHEN, FOOD PREPARATION, WORK, 35 AND STORAGE AREAS WILL BE A GLOSS OR SEMI -GLOSS ENAMEL. FINISH MATERIAL SHALL BE A LIGHT COLOR IN FOOD PREPARATION AREAS FOR EASY CLEANING. 36 PRIOR TO INSTALLATION, SAMPLES OF FINISHES TO BE SUBMITTED TO ENVIROI'IMENTAL HEALTH FOR APPROVAL AS NEEDED. 31 COLD STORAGE ROMS SHALL BE PROVIDED WITH A SECTION OF SHELVING INSTALLED TO HOLD SHALLOW COOL DOWN PANS -NOT TO EXCEED 4" IN HEIGHT, SPACE BETWEEN SHELVING TO BE AT LEAST 8" HIGH. 38 BACKUP DRY STORAGE SHELVING SHALL BE A MINIMUM OF '36 LINEAR FEET (MEASURED WITH TIERS) OR 25% OF KITCHEN, FOOD PREPARATION, AND WORK AREAS, WHICHEVER I5 GREATER SHELVING SHALL BE AT LEAST 18 INCHES DEEP AND START A MINIMUM SIX INCHES OFF THE FLOOR SURFACE. 39 SHELVING OVER WET AREAS (SINKS, MOP SINKS ETC.) AND FOOD PREPARATION SURFACES WILL BE METAL. 40 ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. SHEET NO. DESCRIPTION P5010 COVER SWEET FS200 EQUIPMENT PLAN AND LIST F5205 EQUIPMENT UTILITY SCHEDULE F6210 PLUMBING PLAN F5220 ELECTRICAL PLAN F6230 BUILDING CONDITION PLAN: WALL -BACKING, HOOD -SUPPORT AND CURB FS500 KITCHEN EQUIPMENT ELEVATIONS AND KEY PLAN F5510 KITCHEN EQUIPMENT ELEVATIONS ST _ H rter4th iCr3t;0 $1.0 € !€1n RI:t3TJe $1.9S 3w[ t Potato Fr#rs sa,€ Sida Salad € Sl4Q tae€aa .$7”25 S A' k Th xsA s xf r'04 ;LI 40 ,61., TSlia�l£a% fcF� r• # r srd t a £.<t: >, $2:55 �. 1>3lalte yJ'CE 2✓..CF, <;\. S ..s:; 3,A rge$ £ar£dat$ and DRINKS I _,j 2us,.F Iced Ya a r 51.70. Largia.$t.aty .. 6O po, a 33.t ti3:3XEf l0 al£3ifs,a}#aaxfxY 143Y u5 33t viveeah,Arrnuzr,�3tm `, pazeLuut ecrnlitabFfbuzr,� he tshtirreP irnftuba Om<ha it4ittA -':ka t 3 tar.£ x)s x3 3r`uz xe 3 s ie* xrF.f Ys , : e:ax<.z't ; ?:a•,f r f,Y BURGER GRIL.. MENIi At She`` Haiti or sYCC�L i 7c Yi i� Tokio 3-G o tjas.r... rfs?a U3<e" t3ajt£?6r f.£" aL r fu✓ly. VWr 1 4 v: ;1-w tic€ of; w mile, a Si#13 e 4.411: APry err ry Sell i, lam;¢' `,>ania ihartui'a !i'iFi31c 4 fr fR:h arty tt >I£',cX f3 �G• aicvt!fl 4w,." ,I(G fit' 2''r :Vr?rre3 1rtiAY'. f,.'Ft'� , f •1'H !>: i"FNP• rl ufkt Yii,r, 3Ytf ui-u "There's too Substitute for 0altt!" 1969 N.SF. DUAL S/S BAR A ER TO AR r CT T A230 FOR +60" AFF +54" AFF 1�,, NSF COMPLIANT HEALTH CODE POINTS ITEM 60 S/S BAR WITH SNEEZE GUARD S/S PANELS BOTH SIDES 3" COVED SPLASH POTENTIAL ITEM 43 - CONDIMENT COUNTER WITH DRY CABINET BY MILLWORK CONTRACTOR CONTAMINATION AREA 6 1/4" x 3 1/21 CUT-OUT SIZE TO ACCEPT 1/9TH SIZE PAN FOR CITRUS OPEN BACK OPEN BACKI(, AND BOTTOM Y 10' " 10' OPEN BACK 4*TY CUT-OUT FOR (NAPKIN$$'1 NAPKINS SUDE I' BACK - 1TUUUBING TY/P. io • 47) 3X 7 1/2'0 CUT-OUT FOR PEPPERS 3/8" THK, POLISHED GLASS RUBBER raj ON SIDE-CONElfT UNITS ALSO ■ A 25' 3/8" S/S. ROD TO HOLD CUPS AND LIDS 47)/64 324" A S/S BAR WITH SNEEZE GUARD 4AATERIAL SPECIFICATIONS • SHELF - 16 GA. S/S • TOP -16GA. S/S • SIDE UNITS - 16 GA, S/S • POST - 1 ' SQ, S/S TUBING • GLASS RACK - 18 GA. S/S • GLASS - 36" THK. CLEAR TEMPERED • RUBBER FEET - C.H.G. /Q20-2095 16 GA. S/S -3tV� 1" LD. ODl LL,,AARR 3 PIECE EVBLY STANDARD. SEE DETAIL "B' DBL PAN S/S. ON LEFT AND RIGHT SIDES 10" DETAIL "A' 16 GA. S/S. TOP SHELF 158' �" MARI EDGENE r+ itrjz2j., i L RECESSED i. 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Y,.` 313, L, .:,k.t<.<.s .513,95 ;P3fdtiliti EAtP.arosis3'unaor3Yirip 53.39 (+rs"l 3I SLfi ktr£ Saflad t ;;at b'(31411% 0,Xi:. 133. ,t<h,:133 3f3.3.•£.S:-..3 ...,£4:..:13 x1031%.55.95 grilled (9i3ckeri (aa;Ear Salad,1>,1fh 55.335 3.4,,Yy 3y t 4 13.1 5131., 34i>r .,:V 41:.1413 33s4 >, 3fieNk 56.95 anta Barham 3313§31} 4 k £k teak .. t 3 3:R3 at.rA, 33fY 3.31331..:3k <tf, 3s:..t 1 3'.35 CaasaT Salad ? v f ✓ C.3%.,!..0.. 3103333a.4 A£b3 .3031330 ur 3'33133> 5} 93) RECEIV CITY OF `n"U KWIL A t4AR 17 2016 PERIM CENTER B TriMark Rayg al Foodservice Design, Ecuipment and Supplies 2801 McGa* Avenue Irvine CA 92614 Tel 949.474. 1 000 Fax 9 4 9 , 4 7 4 . 1 122 WWW,trimarkusa,com THIS PLAN AND THE DESIGNS HEREIN ARE THE SOLE PROPERTY OF TRIMARK RAYGAL AND MAY NOT BE REPRODUCED, CHANGED OR USED BY ANYONE, IN PART OR WHOLE, WITHOUT THE WRITTEN PERMISSION OF A TRIMARK RAYGAL COMPANY OFFICER. ANY DESIRED DEVIATIONS TO THIS PLAN MUST BE APPROVED IN WRITING BY TRIMARK RAYGAL BEFORE SUCH WORK IS DONE. IT IS THE RESPONSIBILITY OF ANYONE USING THIS PLAN TO READ AND BECOME FAMILIAR WITH ALL INFORMATION SHOWN HEREON INCLUDING ANY LIST OF NOTES. MEASUREMENTS ON THIS PLAN ARE FROM AVAILABLE INFORMATION. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FABRICATORS, CONTRACTORS, ETC. USING THIS PLAN ARE TO CONFIRM ALL INFORMATION ON THIS PLAN WITH THE JOB SITE. ALL INFORMATION ON THIS PLAN FOR THE GENERAL CONTRACTOR OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS TO PERFORM (PLUMBING, ELECTRICAL, CURBS, WALLS, BUILDING OPENINGS, ETC. ARE FOR THE SOLE PURPOSE OF EQUIPMENT REQUIR MENTS; REFERENCE IS MADE TO THE OWNER OR ARCHITECTURAL PLANS FOR ENGINEERING OR LISTING OF ITEMS NOT SUPPLIED BY TRIMARK RAYGAL. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ENGINEERING THEREOF. ALL BUILDING WORK THEREOF SHALL BE BY THE GENERAL CONTRACTOR INCLUDING ALL ROUGHING -IN AND FINAL CONNECTIONS AND ALL RUNS TO EQUIPMENT AND INCLUDING ALL FITTINGS OR ANY OTHER PARTS MATERIALS OR LABOR FOR SUCH WORK. IF ANY SUCH WORK IS IN TRIMARK RAYGAL CONTRACT, IT WILL SPECIFICALLY BE INDICATED ON THIS PLAN; IF IT IS NOT SPECIFICALLY INDICATED ON THIS PLAN, IT IS NOT A PART OF TRIMARK RAYGAL CONTRACT AND SHALL BE PROVIDED BY OTHERS. TRIMARK RAYGAL WILL ASSUME NO RESPONSIBILITY FOR WORK DONE BY THE GENERAL CONTRACTOR OR A SUBCONTRACTOR OF THE GENERAL CONTRACTOR OR ANY CHANGES MADE NECESSARY BY LOCAL CODES (INCLUDING: BUILDING, HEALTH DEPART. ORDINANCES, FIRE DEPART., ETC.) OR CHANGES BY THE OWNER, ARCHITECT OR ANY OTHER PERSON OUTSIDE OF TRIMARK RAYGAL WITH AUTHORITY TO THE DESIGN. THIS PLAN BECOMES VOID UPON SUCH CHANGES AND WORK CANNOT BE COMPLETED UNTIL THE APPROPRIATE CORRECTIONS ARE MADE BY TRIMARK RAYGAL. USING THIS PLAN IS ADMITTANCE THAT ALL INFORMATION ON THIS PLAN HAS BEEN EXAMINED AND COMPARED WITH OTHER PLANS (EXAMPLE: ARCHITECTURAL PLANS) AND ANY INCONSISTENCIES, ERRORS, AMBIGUITIES OR OMISSIONS HAVE BEEN REPORTED TO TRIMARK RAYGAL FOR WRITTEN CORRECTIONS BEFORE COMPLETING BIDS OR COMMENCING ANY WORK HEREUNDER. NO ADDITIONAL ALLOWANCE WILL BE MADE FOR SUCH WORK UNLESS IT IS AGREED BEFORE ACCEPTANCE OF BIDS. PLUMBING OR ELECTRICAL PARTS NOT SUPPLIED WITH THE EQUIPMENT AS A STANDARD ITEM SHALL BE PROVIDED BY THE PLUMBER OR ELECTRICIAN UNLESS SPECIFICALLY INDICATED ON THIS PLAN. 1.25.2016 © VEP COOd NATIO $ SEr A A A A A A A A nod offal ammo DDE COMPLIANCE F;' PROF MAR 2 5 2016 City of Tukwila JILDING DIVISION Co co t 0 W Q z W U <- H �O D N < AQ ci DESIGNER: ARCVI$ION DRAWN: 112IMARIC RAYGAL CHECKED: TRIMARK RAYGAL. SCALE: Writ JOB NUMBER: $5123 SHEET TITLE COVET? SHEET SHEET NUMBER F541 4 OF SHEETS J J CO J Z in J m MANUFACTURER J i CO J I. OY� F! 0J I 1 CO TH ERMALRITE 01.1 CD a 0 N -=_=viiiiC-...-=7----__ _w FFINFOIF111111111141C II Il I I I I I I I I H II • • S -3L S -3L �s rTr \ / • I. J M amialSamoo • T\\ • Lj • \� / \ I 1 O I I J \ \e. RECEIVED CITY OF -i UKWLA MAR 17 2016 PERMIT CENTER y/ i Ws snxisia�warsi sica:inisi:ir: T74•4111t====- K====amino TriMark Rayg a l Foodservice Design, Equipment and Supplies 2801 (Ga* Avenue Irvine CA 92614 T e I 949.474, 1 000 Fax 949.474.1122 WWW,trimarkusa.com THIS PLAN AND THE DESIGNS HEREIN ARE THE SOLE PROPERTY OF TRIMARK RAYGAL AND MAY NOT BE REPRODUCED, CHANGED OR USED BY ANYONE, IN PART OR WHOLE, WITHOUT THE WRITTEN PERMISSION OF A TRIMARK RAYGAL COMPANY OFFICER. ANY DESIRED DEVIATIONS TO THIS PLAN MUST BE APPROVED IN WRITING BY TRIMARK RAYGAL BEFORE SUCH WORK IS DONE. IT IS THE RESPONSIBILITY OF ANYONE USING THIS PLAN TO READ AND BECOME FAMILIAR WITH ALL INFORMATION SHOWN HEREON INCLUDING ANY LIST OF NOTES. MEASUREMENTS ON THIS PLAN ARE FROM AVAILABLE INFORMATION. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FABRICATORS, CONTRACTORS, ETC. USING THIS PLAN ARE TO CONFIRM ALL INFORMATION ON THIS PLAN WITH THE JOB SITE. ALL INFORMATION ON THIS PLAN FOR THE GENERAL CONTRACTOR OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS TO PERFORM (PLUMBING, ELECTRICAL, CURBS, WALLS, BUILDING OPENINGS, ETC.) ARE FOR THE SOLE PURPOSE OF EQUIPMENT REQUIREMENTS; REFERENCE IS MADE TO THE OWNER OR ARCHITECTURAL PLANS FOR ENGINEERING OR LISTING OF ITEMS NOT SUPPLIED BY TRIMARK RAYGAL. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ENGINEERING THEREOF. ALL BUILDING WORK THEREOF SHALL BE BY THE GENERAL CONTRACTOR INCLUDING ALL ROUGHING -IN AND FINAL CONNECTIONS AND ALL RUNS TO EQUIPMENT AND INCLUDING ALL FITTINGS OR ANY OTHER PARTS MATERIALS OR LABOR FOR SUCH WORK. IF ANY SUCH WORK IS IN TRIMARK RAYGAL CONTRACT, IT WILL SPECIFICALLY BE INDICATED ON THIS PLAN; IF IT IS NOT SPECIFICALLY INDICATED ON THIS PLAN, IT IS NOT A PART OF TRIMARK RAYGAL CONTRACT AND SHALL BE PROVIDED BY OTHERS. TRIMARK RAYGAL WILL ASSUME NO RESPONSIBILITY FOR WORK DONE BY THE GENERAL CONTRACTOR OR A SUBCONTRACTOR OF THE GENERAL CONTRACTOR OR ANY CHANGES MADE NECESSARY BY LOCAL CODES (INCLUDING: BUILDING, HEALTH DEPART. ORDINANCES, FIRE DEPART., ETC.) OR CHANGES BY THE OWNER, ARCHITECT OR ANY OTHER PERSON OUTSIDE OF TRIMARK RAYGAL WITH AUTHORITY TO THE DESIGN. THIS PLAN BECOMES VOID UPON SUCH CHANGES AND WORK CANNOT BE COMPLETED UNTIL THE APPROPRIATE CORRECTIONS ARE MADE BY TRIMARK RAYGAL. USING THIS PLAN IS ADMITTANCE THAT ALL INFORMATION ON THIS PLAN HAS BEEN EXAMINED AND COMPARED WITH OTHER PLANS (EXAMPLE: ARCHITECTURAL PLANS) AND ANY INCONSISTENCIES, ERRORS, AMBIGUITIES OR OMISSIONS HAVE BEEN REPORTED TO TRIMARK RAYGAL FOR WRITTEN CORRECTIONS BEFORE COMPLETING BIDS OR COMMENCING ANY WORK HEREUNDER. NO ADDITIONAL ALLOWANCE WILL BE MADE FOR SUCH WORK UNLESS IT IS AGREED BEFORE ACCEPTANCE OF BIDS. PLUMBING OR ELECTRICAL PARTS NOT SUPPLIED WITH THE EQUIPMENT AS A STANDARD ITEM SHALL BE PROVIDED BY THE PLUMBER OR ELECTRICIAN UNLESS SPECIFICALLY INDICATED ON THIS PLAN. 1.26.2016 © I4EP COORCI$AT SET LI 0 co Co Q w ,� IIll Z 'S W U< J42=_ f- gga 'O v) Dai;/DG ai'3.�"pON < CODE COMPLIANCE :ti i4;' MAR 2 5 20.16 I�i1�1;r City of -9 a„A6 t rl r BU136ieWt DI\IAik AlON DRAWN: TRIMARK RAYGAL CHECKED: TRIMARK RAYGAL. SCALE: I/411:I1-0" JOB NUMBER: 1;5123 SHEET TITLE EQUIPMENT PLAN SHEET NUMBER F5244 OF SHEETS EQUIPMENT LIST Z DESCRIPTION i ¢] MANUFACTURER MODEL NUMBER I. y��/� c t �/� IS 01 CONDENSING UNIT -COOLER 1 KEC TH ERMALRITE 01.1 CONDENSING UNIT -FREEZER 1 KEC THERMALRITE 02 WALK-IN COOLER 1 KEC THERMALRITE ALUMINUM 02.1 EVAPORATOR COIL -COOLER 1 KEC TH ERMALRITE THE I•HE GENERAL RECEIVES GENERAL GENERAL WILL ARE 2. KEC. ROUGH-INp� RELIEVE NOTRELIEVE RESPONSIBILITY 3. pgROovIslat PROOF OR VIBRATION PINING 4. THE GENERAL CLEANALE AFTER 5. THE GENERAL CEILING, SIZES IS TO ETC. MAY�y� 6. SPRINKLER PROTECTED 1. THE GENERAL EFORE OTTHEERRAUORKLIMITING GENERAL PLACEMMENTSOF REQUIREMENTS 8. ALL EQUIPMENT EASILY BASE CANTILEVERED CONTRACTOR RESPONSIBLE RESPONSIBLE FOR ASSURING THAT KEC. COPIES OF ALL ADDENDUM �ANNpD�CHANGES ���TO �TyHE BUILDING WHICH I H ARE AM�.ADEEi DURING OR SEFORe CC'N7TRUCyTION. IFTHE CONTRACTOR FAILS TO DELIVER INFO RATION TO KECI THEY THEY REQUIRED TO PAY FOR ALL EXPENSES. PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING EQUIPMENT REQUIREMENTS.pA^IKKE.C.. PLANS�yNDO THE HGENERAL CONTRACTOR AND SUB -CONTRACTOR THE 1 OF COMPLYING WITH ALLNAPPLICABLE CODES. SHOULD BE MADE TO "DOUBLE--g5�TUP"�AND/ORC5Q1j4 y CCI " C*4 WALL BY THE GENERAL CONTRACTOR WHERE NOISY PRODUCING EQUIPMENT IS LOCATED ADJACENT TO AREAS. CONTRACTOR Is RESPONSIBLE FOR ALL GENERAL UP, ICAR�TOON�pS,, CRATES, DEBRIS, ETC, A'DISPOSAL /�OF TRASH, ,FIItNpAL� IN�S.,TyALLLATION OF ALL FIXTURES. ''^ CONTRACTOR TACTOR ISS TO CUT OR PROVIDE HOLES THROUGH� ROOFS AND WALLS FOR DUCTS, ETC. ACCORDING TO THE DUCT THAT ARE SPECIFIED ON THE K.E.C. PLAN. GENERAL CONTRACTOR�p� PROVIDE ALL DUCT FIRE SEPARATION ENCLOSURES, WRAPPINGS, BE REQUIRED BY LOCAL BUILDING AND �FIRE � CODES.y�� HEADS IN FREEZER BOXES WILL BE ADEQUATELY AGAINST FREEZING UP BY GENERAL CONTRACTOR. `TRACTOR IS TO VERIFYALLROUGH-IN LOCATIONS SLAB Is POURED, WALLS AND CEILINGS AREAAREE CLIOSED,, OR ANY ACCESStTOROUGH-INS ARE FINISHED. IT TpIS THE CONTRACTROR'S RESPONSIBILITY TO CONFIRM ACCURATE ROUGH -INS AND COORDINATION WITH ANY OTHER OF SUBTRADES. SHALL BE PLACED ON A MINIMUM OF SIX INCHES HIGH, CLEANABLE LEGS OR ON A FOUR INCH HIGH CONTINUOUS COVED MASNONRY CURB OR ON APPROVED COMMERCIAL CASTERS OR FROM THE WALL IN AN APPROVED MANNER 02.3 WALK-IN FREEZER 1 KEC THERMALRITE EVAPORATOR COIL -FREEZER 1 KEC THERMALRITE 03 WALK-IN SHELVING LOT KEC CAMBRO 04 DRYSTORAGE SHELVING LOT KEC NEXEL 05 5/S CHEMICAL SHELF 1 KEC CUSTOM FABRICATION CUSTOM 06 JANITOR'S SINK 1 GC 06.1 BRUSH AND BROOM RACK 2 KEC CARLISLE 4073100 06.2 06.2 FAUCET 1 KEC FISHER 8253 06.3 S/S CAP AND TRIM 1 KEC CUSTOM FABRICATION CUSTOM 06.4 CHEMICAL DISPENSER 1 OSV 06.5 HOSE BIBB 1 GC 07 BAG -IN -BOX RACK 1 OSV 08 BULK CO2 TANK 1 OSV 08.1 BULK CO2 FILL STATION 1 GC 09 WATER HEATER 1 OSV AO. SMITH BTH120 10 WATER FILTER ASSEMBLY 1 KEC EVERPURE EV9329-73 11 S/S WALL SHELF 1 KEC CUSTOM FABRICATION CUSTOM 12 PREP -TABLE WITH SINK 1 KEC CUSTOM FABRICATION CUSTOM 12.1 LEVER WASTE 1 KEC FISHER 24090 13 FAUCET 1 KEC FISHER 13218 14 ICE MACHINE 1 KEC MAN ITOV OC IY-0504A(SELF CONTAINED) 15 ICE BIN 1 KEC MANITOWOC F-700 16 3 -COMPARTMENT SINK 1 KEC CUSTOM FABRICATION CUSTOM 16.1 LEVER WASTE 3 KEC FISHER 24090 16.2 HEAT SOAK TANK 1 KEC HYGINEX 40 GAL. CAPACITY 17 PRE -RINSE FAUCET 1 KEC FISHER 52973 18 WIRE SHELVING LOT KEC NEXEL 18.1 WIRE SHELVING LOT KEC NEXEL 19 CHECK HOLDER 3 KEC TABLEC RAFT (2) 5548 /(1) 5524 20 EMPLOYEE LOCKER 1 KEC GSW USA ELS-6DR 21 S/S SPLASH GUARD 1 KEC CUSTOM FABRICATION CUSTOM 22 WORK TOP FREEZER 1 KEC TRUE TWT -27F 23 TRASH CONTAINER LOT OSV 24 FRYER BATTERY 1 KEC PITCO FRIALATOR 3-SSH55SSTC-S/FD 25 CHARBROILER 1 KEC MAGIKITCH EN CM -SMB -636 26 REFRIGERATED EQUIPMENT STAND • 1 KEC TRUE TRCB-72 26.1 CASTERS 6 KEC TRUE 881348 27 COUNTER TOP GRIDDLE 1 KEC MAGIKITCH EN MKG-36 27.1 COUNTER TOP GRIDDLE 1 KEC MAGIKITCHEN MKG-36 28 S/S EQUIPMENT STAND 1 KEC CUSTOM FABRICATION . CUSTOM 28A CASTERS 4 KEC TRUE CUSTOM 29 S/S QUILTED FLASHING 1 KEC CUSTOMFABRICATION CUSTOM 29.1 S/S WALL FLASHING 1 KEC CUSTOM FABRICATION CUSTOM 30 EXHAUST HOOD 1 KEC CAPTIVE AIRE ND -2 -PSP -F 30.1 EXHAUST FAN 2 KEC ACCUREX XRUB-180HP-15 30.2 PRE -WIRE PACKAGE PANEL 1 KEC CAPTIVE AIRE SC -32111002 -SEP 30.3 MAKE-UP AIR FAN 2 KEC CAPTIVE AIRE A2-015 31 FIRE SUPPRESSION SYSTEM 1 KEC ANSUL R-102 WET CHEMICAL 32 BREAD RACK 1 OSV 32.1 BREAD RACK 1 OSV 33 5/S ASSEMBLY CABINET 1 KEC CUSTOM FABRICATION 34 REFRIGERATED PIZZATABLE 1 KEC TRUE TPP -60 34.1 REFRIGERATED PIZZATABLE 1 KEC TRUE TPP -600-2 342 CUTTING BOARD 2 KEC EPICUREAN PUZZLE PIECE 35 S/S WALL SHELF 2 KEC CUSTOM FABRICATION CUSTOM 1f ?%� •'ir 11'" 4 36 S/S WALL SHELF 1 KEC CUSTOM FABRICATION CUSTOM 37 S/S COUNTER WITH HAND SINK 1 KEC CUSTOM FABRICATION CUSTOM 37.1 FAUCET 1 KEC FISHER 3526 37.2 BASKET DRAIN 1 KEC FISHER 6556 37.3 TOWEL DISPENSER 1 KEC BOBRICK B-2621 38 HAND SINK KEC KROWNE METAL HS-30FL 38.1 FAUCET AND DRAIN BASKET W 1 KEC FISHER 1996/30378 382 SOAP AND TOWEL DISPENSERS 1 OSV 39 UNDERCOUNTER REFRIGERATOR 1 KEC TRUE TUC -27 -LP MW 40 DRINK MIXER 1 OSV NM I"--" pq 1 IyA I 'l 1 41 TOPPING DISPENSER 1 OSV 42 SOFT SERVE MACHINE 1 OSV TAYLOR . C713 43 MILLWORK COUNTER 1 GC CUSTOM MILLWORK 44 CONDIMENT DISPENSER 1 OSV TEA BREWER WITH DISPENSERS 1 OSV BUNN TB6Q/TDO-N-3.5 ..45 ® 45.1 JUICE DISPENSER 1 OSV TABLEC RAFT #85-5 GAL. CAPACITY 46 ICE AND BEVERAGE DISPENSER 1 OSV LANCER ACIB30 46.1 ICE MACHINE 1 KEC MANITOWOC IY-1474C (REMOTE) 46.2 CONDENSING UNIT 1 KEC MANITOWOC ICVD-1496 46.3 ADAPTOR 1 OSV 46.4 CARBONATOR 1 OSV 47 GAS CONNECTOR 1 KEC DORMONT 1675KITCF2S48 � 47.1 GAS CONNECTOR 2 KEC DORMONT 1675KITCF2S48PS s � T, a •,�•t; •g �'=, ': III( '?�'.; SYS "��"I,�` 472 GAS CONNECTOR 1 KEC DORMONT 1675KITCF2S48PS 48 PAPER HOLDER LOT KEC CUSTOM FABRICATION 49 KETCHUP DISPENSER 1 OSV 50 S/S CORNER GUARD 3 KEC CUSTOM FABRICATION CUSTOM 50.1 S/S WALL CAP AND FLASHING LOT KEC 50.2 DOOR FRAME 1 GC 50.3 S/S END CAP LOT KEC CUSTOM FABRICATION CUSTOM 50.4 S/S END CAP LOT KEC CUSTOM FABRICATION CUSTOM 51 CASHIER AND PICK-UP COUNTER 1 GC CUSTOM MILLWORK CUSTOM - 52 P.O.S. ORDER TERMINAL 2 OSV [7- �r '•j, 52.1 P.O.S. MONITOR 4 OSV LL_T_] \l v..,r52.2 P.O.S. PRINTER. 2 OSV 52.3 BUMP BAR 1 OSV -I JI 53 P.O.S. HOME TERMINAL 1 OSV 54 AUDIO VISUAL EQUIPMENT 1 OSV /� 1 2 (00 55. TABLE TOP AND BASE LOT OSV 56 TABLE TOP AND BASE LOT OSV 57 DINING CHAIR LOT OSV 58 WAITING BENCH LOT OSV 59 MICROPHONE 1 OSV 60 S/S BAR WITH SNEEZE GUARD 1 KEC' CUSTOM FABRICATION ••�,?' ,?• `. •''. :; € ;„"' 61 STRAW HOLDER 1 OSV 62 TRASH CONTAINER LOT OSV 63 AIR CURTAIN 1 KEC CURTRON AP -2 -36 -1 -SS 64 VEGETABLE DICER 1 OSV 65 S/S PASS SHELF 1 KEC CUSTOM FABRICATION CUSTOM 66 S/S EQUIPMENT GUARD 1 KEC CUSTOM FABRICATION CUSTOM 67 CHILD CHANGING TABLE 1 OSV - ii I I i I 1 I 68 SPARE NUMBER 69 S/S TRASH CUTE 4 MC PART OF ITEM 43 1111•' a: *WI [1: V i \.1 1 70 RESTROOM VENT FAN - 2 GC 71 SPARE NUMBER 72 SPARE NUMBER O6/ 73 WALL SAFE 1 GC 74 BI -PARTING DOOR WITH WN DOW 1 GC ELIASON SCP3-PR36X84 75 BOOTH SEATING LOT OSV ��y �}/y;� IN.�TT�ERCW���{EI�-TOR SEE I REPT R 4'1'",.*ION LOCATION,SAND REQUIREMENTS - NW ON 76 S/S EQUIPMENT STABILIZING RING 6 KEC CUSTOM FABRICATION 77 SPARE NUMBER 78 HOSE BIBB 1 GC VERIFY 79 SPARE NUMBER 80 GREASE INTERCEPTOR 1 LL 81 HAND SINK WITH SPLASH GUARD 2 KEC CUSTOM FABRICATION CUSTOM 81.1 FAUCET 2 KEC FISHER 3526 •!.: • at / 812 BASKET DRAIN 2 KEC FISHER 6556 81.3 SOAP DISPENSER 2 KEC PERLICK . 7055-269R 82 APPLIANCE LOCATOR 3 KEC DORMONT PART OF ITEM 47 TriMark Rayg a l Foodservice Design, Equipment and Supplies 2801 (Ga* Avenue Irvine CA 92614 T e I 949.474, 1 000 Fax 949.474.1122 WWW,trimarkusa.com THIS PLAN AND THE DESIGNS HEREIN ARE THE SOLE PROPERTY OF TRIMARK RAYGAL AND MAY NOT BE REPRODUCED, CHANGED OR USED BY ANYONE, IN PART OR WHOLE, WITHOUT THE WRITTEN PERMISSION OF A TRIMARK RAYGAL COMPANY OFFICER. ANY DESIRED DEVIATIONS TO THIS PLAN MUST BE APPROVED IN WRITING BY TRIMARK RAYGAL BEFORE SUCH WORK IS DONE. IT IS THE RESPONSIBILITY OF ANYONE USING THIS PLAN TO READ AND BECOME FAMILIAR WITH ALL INFORMATION SHOWN HEREON INCLUDING ANY LIST OF NOTES. MEASUREMENTS ON THIS PLAN ARE FROM AVAILABLE INFORMATION. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FABRICATORS, CONTRACTORS, ETC. USING THIS PLAN ARE TO CONFIRM ALL INFORMATION ON THIS PLAN WITH THE JOB SITE. ALL INFORMATION ON THIS PLAN FOR THE GENERAL CONTRACTOR OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS TO PERFORM (PLUMBING, ELECTRICAL, CURBS, WALLS, BUILDING OPENINGS, ETC.) ARE FOR THE SOLE PURPOSE OF EQUIPMENT REQUIREMENTS; REFERENCE IS MADE TO THE OWNER OR ARCHITECTURAL PLANS FOR ENGINEERING OR LISTING OF ITEMS NOT SUPPLIED BY TRIMARK RAYGAL. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ENGINEERING THEREOF. ALL BUILDING WORK THEREOF SHALL BE BY THE GENERAL CONTRACTOR INCLUDING ALL ROUGHING -IN AND FINAL CONNECTIONS AND ALL RUNS TO EQUIPMENT AND INCLUDING ALL FITTINGS OR ANY OTHER PARTS MATERIALS OR LABOR FOR SUCH WORK. IF ANY SUCH WORK IS IN TRIMARK RAYGAL CONTRACT, IT WILL SPECIFICALLY BE INDICATED ON THIS PLAN; IF IT IS NOT SPECIFICALLY INDICATED ON THIS PLAN, IT IS NOT A PART OF TRIMARK RAYGAL CONTRACT AND SHALL BE PROVIDED BY OTHERS. TRIMARK RAYGAL WILL ASSUME NO RESPONSIBILITY FOR WORK DONE BY THE GENERAL CONTRACTOR OR A SUBCONTRACTOR OF THE GENERAL CONTRACTOR OR ANY CHANGES MADE NECESSARY BY LOCAL CODES (INCLUDING: BUILDING, HEALTH DEPART. ORDINANCES, FIRE DEPART., ETC.) OR CHANGES BY THE OWNER, ARCHITECT OR ANY OTHER PERSON OUTSIDE OF TRIMARK RAYGAL WITH AUTHORITY TO THE DESIGN. THIS PLAN BECOMES VOID UPON SUCH CHANGES AND WORK CANNOT BE COMPLETED UNTIL THE APPROPRIATE CORRECTIONS ARE MADE BY TRIMARK RAYGAL. USING THIS PLAN IS ADMITTANCE THAT ALL INFORMATION ON THIS PLAN HAS BEEN EXAMINED AND COMPARED WITH OTHER PLANS (EXAMPLE: ARCHITECTURAL PLANS) AND ANY INCONSISTENCIES, ERRORS, AMBIGUITIES OR OMISSIONS HAVE BEEN REPORTED TO TRIMARK RAYGAL FOR WRITTEN CORRECTIONS BEFORE COMPLETING BIDS OR COMMENCING ANY WORK HEREUNDER. NO ADDITIONAL ALLOWANCE WILL BE MADE FOR SUCH WORK UNLESS IT IS AGREED BEFORE ACCEPTANCE OF BIDS. PLUMBING OR ELECTRICAL PARTS NOT SUPPLIED WITH THE EQUIPMENT AS A STANDARD ITEM SHALL BE PROVIDED BY THE PLUMBER OR ELECTRICIAN UNLESS SPECIFICALLY INDICATED ON THIS PLAN. 1.26.2016 © I4EP COORCI$AT SET LI 0 co Co Q w ,� IIll Z 'S W U< J42=_ f- gga 'O v) Dai;/DG ai'3.�"pON < CODE COMPLIANCE :ti i4;' MAR 2 5 20.16 I�i1�1;r City of -9 a„A6 t rl r BU136ieWt DI\IAik AlON DRAWN: TRIMARK RAYGAL CHECKED: TRIMARK RAYGAL. SCALE: I/411:I1-0" JOB NUMBER: 1;5123 SHEET TITLE EQUIPMENT PLAN SHEET NUMBER F5244 OF SHEETS EQUIPMENT ROUGH -IN REQUIREMENTS EQUIPMENT LIST PLUMBING REQUIREMENT ELECTRICAL REQUIREMENT DESCRIPTION MANUFACTURER MODEL NUMBER WATER WASTE GAS PLUMBING REMARKS ELECTRICAL REMARKS MIES AL 01 CONDENSING UNIT -COOLER 1 KEC THERMALRITE 208-230/1 5.4 AMPS 01 01.1 CONDENSING UNIT -FREEZER 1 KEC THERMALRITE 208-230/3 6.3 AMPS 01.1 02 WALK-IN COOLER 1 KEC THERMALRITE ALUMINUM 115/1 4.0 AMPS 02 02.1 EVAPORATOR COIL -COOLER 1 KEC THERMALRITE 1W 3/4" IW TO FS BY PC 1 15/1 1.8 AMPS 02.1 02.3 WALK-IN FREEZER 1 KEC THERMALRITE 115/1 4.0 AMPS 02.3 02.4 EVAPORATOR COIL -FREEZER 1 KEC THERMALRITE IW 3/4" IW TO FS BY PC (1) 208/1 (1) 230/1 7.8 AMPS 1.1 AMPS E.C. TO WIRE DOOR HEATER AND FAN CONTROL TO ITEM 01.1 02.4 03 WALK-IN SHELVING LOT KEC CAMBRO IW 3/4" IW TO FS BY PC 03.0 04 DRY STORAGE SHELVING LOT KEC NEXEL 04.0 05 S/S CHEMICAL SHELF 1 KEC CUSTOM FABRICATION CUSTOM IW 3/4" IW TO FS BY PC 05.0 06 JANITOR'S SINK 1 GC DW 2" 06.0 06.1 BRUSH AND BROOM RACK 2 KEC CARLISLE 4073100 06.1 06.2 FAUCET 1 KEC FISHER 8253 1/2" 1/2" 15 PC TO PROVIDE APPROVED BACK FLOW DEVICE 06.2 06.4 CHEMICAL DISPENSER 1 OSV 1/2" VERIFY REQUIREMENT WITH OSV VERIFY PLUMBING ENGINEER PLAN FOR MORE INFORMATION 06.4 06.5 HOSE BIBB 1 GC 1/2" VERIFY REQUIREMENT WITH GC. 06.5 07 BAG -IN -BOX RACK 1 OSV 07 08 BULK CO2 TANK 1 OSV VERIFY ELECTRICAL REQUIREMENT WITH OSV 08 08.1 BULK CO2 FILL STATION 1 GC 08.1 09 WATER HEATER 1 OSV AO. SMITH BTH120 1-1/4" 1W 3/4" 1/2" 120 IW TO FS BY GC 120/1 6.2 AMPS VERIFY OTHER ELECTRICAL REQUIRMENTS WITH GC. SEE ELECTRICAL ENGINEER PLAN FOR MORE INFORMATION 09 10 WATER FILTER ASSEMBLY 1 KEC EVERPURE EV9329-73 3/4" IW 3/4" IW TO FS BY PC 10 11 S/S WALL SHELF 1 KEC CUSTOM FABRICATION CUSTOM 11 12 PREP -TABLE WITH SINK 1 KEC CUSTOM FABRICATION CUSTOM 1W 1-1/2" IW TO FS BY PC 12 12.1 LEVER WASTE 1 KEC FISHER 24090 12.1 13 FAU CET 1 KEC FISHER 13218 1/2" 1/2" 45 13 14 ICE MACHINE 1 KEC MAN ITOWOC IY 0504A(SELF CONTAINED) 1/2" IW 3/4" IW TO FS BY PC FILTERED WATER FROM TEM 10 115/1 14.2 AMPS DIRECT CONNECTION 14 15 ICE BIN 1 KEC MAN ITOWOC F-700 IW 3/4" IW TO FS BY PC 15 16 3 -COMPARTMENT SINK 1 KEC CUSTOM FABRICATION CUSTOM DW 1-1/2" 16 16.1 LEVER WASTE 3 KEC FISHER 24090 16.1 16.2 HEAT SOAK TANK 1 KEC HYGINEX 40 GAL. CAPACITY 120/1 8.33 AMPS CORD AND PLUG PROVIDED NEMA5-15P 16.2 17 PRE -RINSE FAUCET 1 KEC FISHER 52973 1/2" 1/2" 23 17 18 WIRE SHELVING LOT KEC NEXEL 18 19 CHECK HOLDER 3 KEC TABLEC RAFT (2) 5548 / (1) 5524 19 20 EMPLOYEE LOCKER 1 KEC GSW USA ELS-6DR 20 21 S/S SPLASH GUARD 1 KEC CUSTOM FABRICATION CUSTOM 21 22 WORK TOP FREEZER 1 KEC TRUE TWT -27F 1 15/1 8.3 AMPS CORD AND PLUG PROVIDED NEMA5-15P 22 23 TRASH CONTAINER LOT OSV 23 24 FRYER BATTERY 1 KEC PITCO FRIALATOR 3 -SS H 55 S STC-S/FD 1-1/4" 240 115/1 1 15/1 5.1 AMPS 7.0 AMPS WIRE THRU SHUNT TRIP BREAKER 24 25 CHARBROILER 1 KEC MAGIKITCHEN CM -SMB -636 3/4" 105 25 26 REFRIGERATED EQUIPMENT STAND 1 KEC TRUE TR C B-72 1 15/1 9.9 AMPS WIRE THRU SHUNT TRIP BREAKER CORD AND PLUG PROVIDED NEMA5-15P 26 26.1 CASTERS 6 KEC TRUE 881348 26.1 27 COUNTER TOP GRIDDLE 1 KEC MAGIKITCHEN MKG-36 3/4" 90 27 27.1 COUNTER TOP GRIDDLE 1 KEC MAGIKITCHEN MKG-36 3/4" 90 27.1 28 S/S EQUIPMENT STAND 1 KEC CUSTOM FABRICATION CUSTOM 28 29 S/S QUILTED FLASHING 1 KEC CUSTOM FABRICATION CUSTOM 29 29.1 S/S WALL FLASHING 1 KEC CUSTOM FABRICATION CUSTOM 29.1 30 EXHAUST HOOD 2 KEC CAPTIVE AIRE ND -2 -PSP -F 120/1 0.5 KW LIGHT BULBS AT 100 WATTS EACH BY OTHERS PRE -WIRED FROM ITEM 30.2 30 30.1 EXHAUST FAN 2 KEC AC CUREX XRUB-180HP-15 208/3 EA TOTAL HP: 3.0 6.6 AMPS EA POWER FROM ITEM 30.2 30.1 30.2 PRE -WIRE PACKAGE PANEL 1 KEC CAPTIVE AIRE SC -32111002 -SEP (3) 208/3 (1)5.0 AMPS (2) 6.6 AMPS SEE HOOD DRAWINGS FOR WRING CONNECTION INFORMATION 30.2 30.3 MAKE-UP AIR FAN 2 KEC CAPTIVE AIRE A2 -G15 208/3 EA 5.0 AMPS EA POWER FROM ITEM 30.2 30.3 31 FIRE SUPPRESSION SYSTEM 1 KEC ANSUL R-102 WET CHEMICAL 120/1 10.0 AMPS PRE -WIRED FROM ITEM 30.2. EC TO INTERCONNECT SOLENOID GAS SHUT-OFF VALVE AND BUILDING LIFE SAFETY SYSTEM. EC TO FURNISH AND INSTALL SHUNT TRIP BREAKER FOR EQUIPMENTS UNDER THE HOOD. 31 32 BREAD RACK 1 OSV 32 32.1 BREAD RACK 1 OSV 32.1 33 S/S ASSEMBLY CABINET 1 KEC CUSTOM FABRICATION 33 34 REFRIGERATED PIZZATABLE 1 KEC TRUE TPP -60 120/1 7.9 AMPS CORD AND PLUG PROVIDED NEMA5-15P 34 34.1 REFRIGERATED PIZZATABLE 1 KEC TRUE TPP -60D-2 120/1 7.9 AMPS CORD AND PLUG PROVIDED NEMA5-15P 34.1 34.2 CUTTING BOARD 2 KEC EPICUREAN PUZZLE PIECE 34.2 35 S/S WALL SHELF 2 KEC CUSTOM FABRICATION CUSTOM 35 36 S/S WALL SHELF KEC CUSTOM FABRICATION CUSTOM 36 37 S/S COUNTER WITH HAND SINK 1 KEC CUSTOM FABRICATION CUSTOM 5 DW 1-1/2" PC TO PROVIDE MIXING VALVE 37 37.1 FAUCET 1 KEC FISHER 3526 1/2" 1/2" 37.1 37.2 38 38.1 BASKET DRAIN HAND SINK FAUCET AND DRAIN BASKET KEC KEC KEC FISHER KROVVNE METAL FISHER 6556 1996/30376 1/2" 1/2" 5 DW 1-1/2" PC TO PROVIDE MIXING VALVE 37.2 38 38.1 38.2 SOAP AND TOWEL DISPENSERS 1 OSV 38 39 UNDERCOUNTER REFRIGERATOR KEC TRUE TUC -27 -LP 115/1 3.9 AMPS CORD AND PLUG PROVIDED 39 40 DRINK MIXER 1 OSV 120/1 0.9 KW 40 41 TOPPING DISPENSER 1 OSV 41 42 SOFT SERVE MACHINE 1 OSV TAYLOR 208/1 208/1 25.0 AMPS 23.0 AMPS 2 DEDICATED CIRCUITS REQUIRED 42 43 MILLWORK COUNTER 1 GC CUSTOM MILLWORK 43 44 CONDIMENT DISPENSER OSV 44 45 TEA BREWER WITH DISPENSERS OSV BUNN 1/2" IW TO FS BY PC FILTERED WATER FROM ITEM 10 VERIFY REQUIREMENT WITH OSV 120/1 14.4 AMPS VERIFY REQUIREMENT WITH OSV 45 45.1 JUICE DISPENSER 1 OSV TABLECRAFT #85 - 5 GAL. CAPACITY 45 46 ICE AND BEVERAGE DISPENSER 1 OSV LANCER ACIB 30 IW 1" IW TO FS BY PC VERIFY REQUIREMENT WITH OSV 120/1 2.25 AMPS VERIFY REQUIREMENT WITH OSV 46 46.1 ICE MACHINE KEC MANITOWOC IY-14740 (REMOTE) 1/2" IW 1" IW TO FS BY PC FILTERED WATER FROM ITEM 10 VERIFY REQUIREMENT WITH OSV 1.1 AMPS EC TO INTERCONNECT ITEM 46.2 WITH MANUFACTURER - PROVIDED COMMUNICATOR CABLE 46.1 46.2 CONDENSING UNIT KEC MANITOWOC 208-230/1 1.75 HP EC TO INTERCONNECT REFRIGERATON LINES AND CONTROL WRING TO ITEM 46.1. MIN. AMPACITY=20.0 AMPS 46.2 46.3 ADAPTOR 1 OSV 46.3 46.4 CARBONATOR 1 OSV 1/2" IW 1" IW TO FS BY PC FILTERED WATER FROM ITEM 10 PC TO CONNECT SODA LINE TO ITEM 46 VERIFY REQUIREMENT WITH OSV 120/1 8.0 AMPS VERIFY REQUIREMENT WITH OSV 46.4 47 GAS CONNECTOR KEC DORIVIONT 47 47.1 GAS CONNECTOR 2 KEC DORMONT 47.1 47.2 GAS CONNECTOR 1 KEC DORMONT 47.2 E.1 ALL ELECTRICAL REQUIREMENTS INDICATED IN THESE PLANS ARE FOR KE.C. AND/OR OWNER SUPPLIED EQUIPMENT AS SHOWN ON K-1 SERIES EQUIPtENT PLAN AND DESCRIBED IN K-2 SERIES EVITENT SCHEDULE WHICH REFERS TO THE ARCH TECTURAL AND ENG R DRAILINGS, GENERAL CONTRACTOR AND OWNER FOR ANY ADD TIONAL REQU RETIENTS NEEDED. ALL ELECTRICAL WORK SHALL ,COMPLY WITH ALL APPLICABLE CODES AND/OR GOVERNVENT ACIENCIES HAVING JURISDICTION OVER PROJECT LOCATION. E2 THE SYMBOLS SHOWN WITHIN THESE PLANS INDICATES THE LOCATION AND TYPE or ROUGH -INS. E.C. IS To pRovIDE AND INSTALL c1.-W4ITS AND CONDUIT RUNS IN ACCORDANCE WITH THE ELECTRICAL ENGINER DRAWINGS, CONFORKNG WITH ALL APP, LICABLE, CODES AND/OR GOVERNIINT AGENC ES 1-1AVITN4 JURISDICTION! OVER PROJECT LOCATION. E3 THE ELECTRICAL CONTRACTOR IS TO FuRNIsH AND INSTALL ELECTRICAL SERVICES TO ROUGH -IN LOCATION AND PROM ROUGH -IN TO EQUIPMENT POINT OF CONNECTION, IE: LABOR, MATERIAL., WIRING, SERVICE FITTINGS, CONDUITS, CIRCUIT BREAKERS, JUNCTION BOXES, OUTLETS, PLUGMOLDS, SWITCHES, PULL BOXES, CONTROLS, SHUNT -TRIPS, NEM CONNECTORS AND CONFIGURATIONS, LOCK -OUT DEVICES, DISCONNECTS, PANEL BOARDS, ETC. INCLUDING FINAL EQUIPMENT CONNECTIONS, AS REQUIRED AND/OR NECESSARY FOR PROPER OPERATION Of FURNISHED EQUIPMENT INSTALLATION SHALL MEET, ALL APPLICABLE CODES OR GOVERNMENT AGENCIES HAVING JURISDICTION OF PROJECT LOCATION. E.4 THE ELECTRICAL ENGINEER AND CONTRACTOR ARE TO VERIFY ALL REQUIREMENTS AND LOCATIONS OF OWNER RIRI151-1ED EQUIPMENT WITH OMER SELECTED SUPPLIER PRIOR To RouGHING-IN ANY UTILITIES. ES THE ELECTRICAL CONTRACTOR Is TO FURNISH AND INSTALL SEPARATE CIRCUITS FOR EACH SE1_F CONTAINED REFRIGERATOR AND/OR FREEZER UNLESS OTHERWISE SPECIFIED. Eh THE ELECTRICAL coNTRAcToR Is TO FURNISH AND INSTALL LOCKOUT DEVICE ON CIRCUIT BREAKERS CONTROLL ts4 EXHAUST BLOWERS, MAKE-UP,AIR FANS, ICE MAKERS, REFRIGERATION SYSTEMS AND FIRE PROTECTION SYSTEMS, UNLESS OTHERWISE SPECIFIED. El THE ELECTRICAL coNTRA,cTQR IS To FURNISH AND INSTALL DEDICATED ciRcuIT RECEPTACLES WITH ISOLATED GROUND MD EMPTY CONDUIT (MIN. DIA. 1") WITH J -BOX FOR, DATA,AND COMMUNICATION C ES AT ALL PDS. DEVICE LOCATIONS. VERIFY ALL REQUIREMENTS W TH OWNER AND/OR OUNER SELECTED VENDOR. ES THE ELECTRICAL CONTRA, CTOR IA TO FLANIS1-1 AND INSTALL 4/0 (OCTAGONAL) J -80X WITH 1/2" DIA. EMPTY CONDUIT RISER FIRE SUPPRESS ON SYSTEM REMOTE puLLSTATIoNs. CONDU T TO EXTEND 6" ABOVE FINISHED CEILING AND REMAIN ACCESS BLE FOR FIRE SYSTEM CABLE PULLEY INSTALLATION BY KE.C. ES THE ELECTRCAL TOR IS TO INTERLOCK EXHAUST FAN(S), MAKE-UP, AIR FAN(5), AND NTERCONNECT MOTOR START AND STOP SWITCH WITH HOOD LIGHT SWITCH(S). IREPER TO ELECTRICAL MD 1-1.VAL. ENGINEER DRAWINGS FOR COMPLETE EXHAUST FAN REQUIREMENTS EJO THE ELFKIAL CONTRACTOR IS TO FUWISH AND INSTALL INTER_ CONNECTION BETWEEN CONDENSATE HOOD EXHAUST FAN MD D SH MACHINE ON/OFF CONTROLS, UNLESS oTHERWISE SPECIFIED. THE ELECTRICAL CONTRACTOR TO R1RNISH RELAYS FOR ANSci.olLpiSJSTEM SHUT DOWN, AND WIRING AND WIRING FROM ELECTRIC FIRED NG EQUIPMENT RECEPTACLES AND ALL OTHER ELECTRICAL CIRCU TS LNDER EXHAUST WOODS. INSTALLATION SHALL MEET ALL APPLICABLE CODES OR GOVEW1ENT AGENCIES HAVNG JURISDICTION OF PROJECT LOCATION, SEE FIRE SYSTEM REQUIREMENT ON SHEET K-6 SERIES, E.12 THE ELECTRICAL CONTRAC,TOR IS TO FURNISH MD INSTALL CONDUIT, WIRING AND INTERCONNECTIONS TO COLD STORAGE ROCM BLatER COIL, SOLENOID VALVE MD THERMOSTAT TI -IRU DISCONNECT SW TO -I (SOLENOID VALVE, THER1OSTAT AND MOILER COIL FURNISHED BY KE.C. R.N ALL RIGID CONDUIT, ABOVE COLD STORAGE RO, OM CEILING AND PENETRATE AT CONNECTION POINT ONLY. SEE EQUIPMENT RELATED DETAILS ON SHEET K-6 SERIES. E.13 THE ELECTRICAL CONTRACTOR Is To FURNISH AND INSTALL , CONDUIT AND COLOR CODED DEFROST CONTROL CIRCUIT WIRING PROM FREEZER BLOWER COIL(S) TO TER1NALitIME CLOCK ON REMOTE REFRIGERATION COMPRESSOR RACK REFER TO SHEET K-1 SERIES REFRIGERATION RACK AININGS FOR CONTROL CIROJIT SCHEMATIC DETAILS. E.14 ,THE ELECTRICAL CONTRACTOR IS TO FURNISH MD INSTALL INTERrot4NEcrIoNS TO KEG. COLD STORAGE ROOM VIEUPORT HEATER HIGH TEMPERATURE ALARM,,LIGHTS, DOOR AND DRANLNE HEATERS AS NECESSARY. RUN ALL RIGID CONDUIT ABOVE COLD STORAGE ROOM CEILING AND PENETRATE AT CONNECTION POINT ONLY. SEE EQUIPMENT RELATED DETAILS ON SWEET K-6 SERIES. EAS THE ELECTRI, cAL CONTRACTOR IS TO FOAM SEAL ALL coNDUIT PENETRATIONS THROUGH COLD STORAGE ROOM CEILING PANELS TO PREVENT CONDENSATION AND/OR BUILD-UP. E.'s THE ELECTRICAL CONTRACTOR IS TO FURNISH MD INSTALL CONTINUOUS SURFACE MONIED PLUGMOLD WITH RECEPTACLES AT 24" ON CENTER AT LNDERSIDE OF BAR TOP, PROVIDE LENGTH INDICATED ON PLAN, UNLESS OT14ERWISE SPECIFIED. Eli IT IS THE ouNER,6 REsp, cNSIBILITy TQ FILE FOR AND RIRNISI-1 RECOGNIZED TEST LAB cERTIFICATIoN OR pERTIFICATES OP APPROVAL, ETC. FOR OUNER SPECIFIED AND PROVIDED EQUIPMENT WHERE SUCH TESTING APPROVALS ARE REQUIRED, BY PREVAILING CODES OR GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. P1 ALL PLUMBING REQUIREMENTS INDICATED IN THE PLAN ARE FOR KEG. AND/OR OLNER SUPPLIED EQUIPMENT AS SI4OLLN ON K-1 SERIES EQUIPMENT PLAN AND DESCRIBED ON THE K-2 SERIES EQUIPMENT SCHEDULE MICH REFERS TO THE ARCHITECTURAL AND ENGINEER DRAWINGS, GENERAL CONTRACTOR, AND OWNER FOR ANY ADDITIONAL REQUIREMENTS NEEDED. ALL PLUMBING WORK SHALL COMPLY WITH AL, L A, PPLICABLE CODES AND/OR GOVERNMEN, T AGENCIES HAVIN6 JURISDICTION OVER PROJECT LOCATION. P2 THE SYMBOLS 61-10LIN IN THIS PLAN INDICATES THE LOCATION, TYPES OF ROUGH -INS, MD STUBS. THE PLUMBING THE CONTRACTOR Is TO PROVIDE, INSTALL SUPPLIES, RETURNI, WASTE, VENT, FUEL LINE PIPING IN ACCORDANCE WITH THE PLUMBING ENGINEER DRAWII4S, cctFoRMING WITH ALL APPLICABLE CODES AND/OR GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. P3 THE PLUMBING CONTRACTOR IS TO FURIISI4 AND INSTALL ALL , PLUMBING SERVICES TO ROUGH -IN LOCATION AND FROM ROUGH -IN TQ EQUIPMENT POINT OF CONNECTION, 1E: HOT WATER, COLD WATER DIRECT WASTES, SANITARY DRAIN LINES, FLOOR SINKS, FLOOR DRAINS, STEAM SUppLY, STEAM RETURN& NATURAL GAS FUEL PIPING, FITINGS, UNIONS, STRAINERS, GAUGES, CLEAN OUTS, TRAPS, VALVES, STOPS, PRESSURE REGULATORS ETC. INCLUDING FINAL EQUIPMENT CONNECTIONS AS REQUIRED AND/OR NECESSARY FOR PROPER OPERATION OF RIRNISHED EQUIPMENT INSTALLATION SHALL MEET APPLICABLE CODES OR GOVERNMENT AGENCIES HAVING JURISDICTION OF PROJECT LOCATION. P.4 THE P,LUMBING ENGINEER MD CONTRACTOR ARE TO VERIFY ALL REQUIREMENTS OF MINER FURNISHED EQUIPMENT WITH QUNERS SELECTED VENDOR PRIOR TO ROUGHING -IN ANY UTILITIES. P.5 THE FLUM8IN* CONTRACTOR IS TO FURNISH AND INSTALL ALL REDUCING VALVES/STOPS NECESSARY AT HOT MD COLD WATER surny LINES FOR GENERAL WATER PRESSURE NOT TO EXCEED 40 PSIG MAxIMUM AT KITCHEN EQUIPMENT. Pk THE PLUMBING CONTRACTOR IS TO FURNISI4 20 P&G MAX. WATER PRESSURE AT LUAREWASHER AND DISHWASHER. P1 THE PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL PRESSURE TYPE VACUUM BREAKERS, BACKFLOW PREVENTERS, DOUBLE CHECK VALVE ASSEMBLIES AND REDUCED PRESSURE PRNCIPLE, DEVICES. AS REQUIRED BY CODE OR GOVERNMENT AGENCIES HAVIti4 JURISDICTION OF PROJECT LOCATION, UNLESS OTHERWISE SPECIFIED. P.8 THE PLUMBING CONTRACTOR IS TO PROVIDE AND INSTALL ALL WASTE LINES, BOTH DIRECT MD, INDIRECT, uNLESS oTHERWISE SPECIFIEDANDIRECT WASTE LINES ARE TO BE ADEQUATELY SIXD AND EXTEND FROM EQUIPMENT DRAIN TO FLOOR:MC DRAIN LINES WITHIN FIXTURES MUST BE ROUTED TO COfORM TO INTERIOR STRUCTURES. INDIRECT WASTE LINES FROM ICE BINS AND COLD STOR/34E ROOMS ARE TO ISE INSULATED TO PROHIBIT SWEATING. Pa THE FUMING CONTRACTOR IS TO INSTALL FIRE PROTECTIM SYSTEM GAS SHUT-OFF VALVE RIRIISHED BY KEG. AT GAS SUPPLY LINE TO COOKING EQUIPMENT IN AN EASILY ACCESSIBLE LOCATION AND pRESsuRE TEST PRIOR TO COMECTING TO ANY EQUIPMENT. RIO THE PLUMBING CONTRACTOR IS To FURNISH AND INSTALL A GAS PRESSURE REGULATING VALVE CAPABLE OF PROVIDING OUTLET PRESSURE FROM 4" TO 1" U.* FOR NATURAL GAS FUEL, S" To 12" W.G. FOR PROPANE GAS FUEL, MEN SPECIFIED. NI THE PLUMBING CONTRACTOR IS TO VERIFY REQ'TS FOR GREASE LADEN WAsTE WITH ALL LOCAL CODES AND GOrRNVENT AGENCIES HAVING JURISDIcTIoN of PROJECT LOCATION FROR TO ROUGHING -IN OF ANY SUCH WASTE LINE(6). P.I2 THE MECHANICAL CONTRACTOR IS TO RIWISH AND INSTALL CONDENSER WATER SUPPLY AND RETURN I.E. LABOR MATERIAL, PIPING, FITTINGS, uNIcNS, STRAINERS, GAUGES, VALVES, STOPS, PRESSURE REGULATORS, FINAL COVECTIONS, AS REQUIRED AND/OR AS NECESSARY FOR PROPER OPERATION OF KEG. FURNISHED EQUIPMENT INSTALLATION SHALL MEET APPLICABLE CODES OR GOVERNMENT AGENCIES HAVIIN* JURISDICTION OF PROJECT LOCATIM. AL TES M.I I-LVAC, CONTRACTOR TO FURNISH, INSTALL EXHAUST, AND SUPPLY AIR SYSTEMS IN ACCORDANCE uJITH THE MECHANICAL ENGINEER DRAWINGS, APPLICABLE CODES AND/OR GOVERNMENT AGENCIES HAvINa JURISDICTION a PROJECT LOCATION. REFER TO KITCHEN EQUIPMENT VENTILATION PLANS FOR EXACT CR1, STATIC PRESSURE, DUCT CONNECTION SIZE, MD LOCATION REQUIREMENTS OF KEG. M.2 THE MECHANICAL CONTRACTOR IS TO RIRNISI4, INSTALL COOLING WATER surny, AND RETIJR4 SYSTEM, I.E. LABOR MATERIAL, PIPING, FITTINGS, UNIONS, STRAINERS, GAUGES, VALVES STOPS, PRESSURE REGULATORS, ETC. INcLUDING FINAL EQuImiENT catecTlats AS REQUIRED AND/OR NECESSARY FOR PROPER OPERATION OF KE.C. FURNIISHED EQUIPMENT. INSTALLATION SHALL MEET ALL APPLICABLE CODES OR GOVERNMENT AGENCIES HAVING JURISDICTION PROJ LOCATION, UNLEss oTHERWISE SPECIFIED. 48 PAPER HOLDER LOT KEC CUSTOM FABRICATION 48 49 KETCHUP DISPENSER 1 OSV 49 50 S/S CORNER GUARD 3 KEC CUSTOM FABRICATION CUSTOM 50 50.1 S/S WALL CAP AND FLASHING LOT KEC 50.1 50.2 DOOR FRAME GC 50.2 50.3 S/S END CAP LOT KEC CUSTOM FABRICATION CUSTOM 50.3 50.4 S/S END CAP LOT KEC CUSTOM FABRICATION CUSTOM 50.4 NOTE: REFER TO PLUMBING, M PLANS FOR OTHER RO ECHANICAL, AND ELECTRICAL UGH -IN REQUIREMENTS. 51 CASHIER AND PICK-UP COUNTER 1 GC CUSTOM MILLWORK CUSTOM 51 52 P.O.S. ORDER TERMINAL 2 OSV 120/1 8.0 AMPS DEDICATED RECEPTACLE CAT 5 LINES FROM EACH POINT AND HOME RUN TO ITEM 53 VERIFY REQUIREMENTS WITH OSV 52 52.1 P.O.S. MONITOR 4 OSV 120/1 8.0 AMPS DEDICATED RECEPTACLE CAT 5 LINES FROM EACH POINT AND HOME RUN TO ITEM 53 VERIFY REQUIREMENTS WITH OSV 52.1 52.2 P.O.S. PRINTER 2 OSV 120/1 8.0 AMPS DEDICATED RECEPTACLE CAT 5 LINES FROM EACH POINT AND HOME RUN TO ITEM 53 VERIFY REQUIREMENTS WITH OSV 52.2 52.3 BUMP BAR 1 OSV 120/1 8.0 AMPS DEDICATED RECEPTACLE CAT 5 LINES FROM EACH POINT AND HOME RUN TO ITEM 53 VERIFY REQUIREMENTS WITH OSV 52.3 53 P.O.S. HOME TERMINAL 1 OSV 120/1 8.0 AMPS DEDICATED CIRCUITS REQUIRED. VERIFY REQUIREMENTS WITH OSV SEE DETAIL 2 ON SHEET E-3.0 FOR INFORMATION 53 54 AUDIO VISUAL EQUIPMENT OSV 120/1 8.0 AMPS DEDICATED CIRCUITS REQUIRED. VERIFY REQUIREMENTS WITH OSV 54 55 TABLE TOP AND BASE LOT OSV 55 56 TABLE TOP AND BASE LOT OSV 56 57 DINING CHAIR LOT OSV 57 58 WAITING BENCH LOT OSV 58 59 MICROPHONE OSV VERIFY REQUIREMENT WITH OSV 59 60 S/S BAR WITH SNEEZE GUARD KEC CUSTOM FABRICATION 60 61 STRAW HOLDER 1 OSV 61 62 TRASH CONTAINER LOT OSV 62 63 AIR CURTAIN 1 KEC CURTRON 120/1 1/3 HP E.G. TO PROVIDE CORD & PLUG POWER TO BE WIRED THRU ACTIVATED DOOR SWITCH. 63 64 VEGETABLE DICER OSV 64 65 S/S PASS SHELF 1 KEC CUSTOM FABRICATION CUSTOM 65 66 S/S EQUIPMENT GUARD KEC CUSTOM FABRICATION CUSTOM 66 67 CHILD CHANGING TABLE 1 OSV 67 68 SPARE NUMBER 68 69 S/S TRASH CUTE 4 MC PART OF ITEM 43 PART OF ITEM 43 69 70 RESTROOM VENT FAN 2 GC 115/1 VERIFY VERIFY REQUIREMENT WITH HVAC CONTRACTOR 70 71 SPARE NUMBER 71 73 WALL SAFE GC 73 74 BI -PARTING DOOR WITH WINDOW GC EL IASON SCP3-PR36X84 74 75 BOOTH SEATING LOT OSV 75 76 S/S EQUIPMENT STABILIZING RING 6 KEC CUSTOM FABRICATION 76 77 SPARE NUMBER 77 78 HOSE BIBB GC VERIFY 1/2" 140 DEGREE WATER NEAR ITEM 30.1 SEE PLUMBING AND MECHANICAL PLAN FOR MORE INFORMATION 78 79 SPARE NUMBER 1/2" VERIFY REQUIREMENT WITH OSV 120/1 79 80 GREASE INTERCEPTOR 1 LL SEE SHEET P-1.0 FOR MORE INFORMATION 80 81 HAND SINK WITH SPLASH GUARD 2 KEC CUSTOM FABRICATION CUSTOM DW 1-1/2" PC TO PROVIDE MIXING VALVE 81 81.1 FAUCET 2 KEC 1/2" 1/2" 81.1 Ito, Di) RECEIVED CITY OF TUKWILA MAR 1 7 2016 PERMIT CENTER COI EzU TrilViark Raygal Foodservice Design, Ec:uipment and Supplies THIS PLAN AND THE DESIGNS HEREIN ARE THE SOLE PROPERTY OF TRIMARK RAYGAL AND MAY NOT BE REPRODUCED, CHANGED OR USED BY ANYONE, IN PART OR WHOLE, WITHOUT THE WRITTEN PERMISSION OF A TRIMARK RAYGAL COMPANY OFFICER. ANY DESIRED DEVIATIONS TO THIS PLAN MUST BE APPROVED IN WRITING BY TRIMARK RAYGAL BEFORE SUCH WORK IS DONE. IT IS THE RESPONSIBILIP( OF ANYONE USING THIS PLAN TO READ AND BECOME FAMILIAR WITH ALL INFORMATION SHOWN HEREON INCLUDING ANY LIST OF NOTES. MEASUREMENTS ON THIS PLAN ARE FROM AVAILABLE INFORMATION. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FABRICATORS, CONTRACTORS, ETC. USING THIS PLAN ARE TO CONFIRM ALL INFORMATION ON THIS PLAN WITH THE JOB SITE. ALL INFORMATION ON THIS PLAN FOR THE GENERAL CONTRACTOR OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS TO PERFORM (PLUMBING, ELECTRICAL, CURBS, WALLS, BUILDING OPENINGS, ETC.) ARE FOR THE SOLE PURPOSE OF EQUIPMENT REQUIREMENTS; REFERENCE IS MADE TO THE OWNER OR ARCHITECTURAL PLANS FOR ENGINEERING OR LISTING OF ITEMS NOT SUPPLIED BY TRIMARK RAYGAL. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ENGINEERING THEREOF. ALL BUILDING WORK THEREOF SHALL BE BY THE GENERAL CONTRACTOR INCLUDING ALL ROUGHING -IN AND FINAL CONNECTIONS AND ALL RUNS TO EQUIPMENT AND INCLUDING ALL FITTINGS OR ANY OTHER PARTS MATERIALS OR LABOR FOR SUCH WORK. IF ANY SUCH WORK IS IN TRIMARK RAYGAL CONTRACT, IT WILL SPECIFICALLY BE INDICATED ON THIS PLAN; IF IT IS NOT SPECIFICALLY INDICATED ON THIS PLAN, IT IS NOT A PART OF TRIMARK RAYGAL CONTRACT AND SHALL BE PROVIDED BY OTHERS. TRIMARK RAYGAL WILL ASSUME NO RESPONSIBILITY FOR WORK DONE BY THE GENERAL CONTRACTOR OR A SUBCONTRACTOR OF THE GENERAL CONTRACTOR OR ANY CHANGES MADE NECESSARY BY LOCAL CODES (INCLUDING: BUILDING, HEALTH DEPART. ORDINANCES, FIRE DEPART., ETC.) OR CHANGES BY THE OWNER, ARCHITECT OR ANY OTHER PERSON OUTSIDE OF TRIMARK RAYGAL WITH AUTHORITY TO THE DESIGN. THIS PLAN BECOMES VOID UPON SUCH CHANGES AND WORK CANNOT BE COMPLETED UNTIL THE APPROPRIATE CORRECTIONS ARE MADE BY TRIMARK RAYGAL. USING THIS PLAN IS ADMITTANCE THAT ALL INFORMATION ON THIS PLAN HAS BEEN EXAMINED AND COMPARED WITH OTHER PLANS (EXAMPLE: ARCHITECTURAL PLANS) AND ANY INCONSISTENCIES, ERRORS, AMBIGUITIES OR OMISSIONS HAVE BEEN REPORTED TO TRIMARK RAYGAL FOR WRITTEN CORRECTIONS BEFORE COMPLETING BIDS OR COMMENCING ANY WORK HEREUNDER. NO ADDITIONAL ALLOWANCE WILL BE MADE FOR SUCH WORK UNLESS IT IS AGREED BEFORE ACCEPTANCE OF BIDS. PLUMBING OR ELECTRICAL PARTS NOT SUPPLIED WITH THE EQUIPMENT AS A STANDARD ITEM SHALL BE PROVIDED BY THE PLUMBER OR ELECTRICIAN UNLESS SPECIFICALLY INDICATED ON THIS PLAN. 1.25.2016 11] VEP COGRESTIO sEr Co CO F- egm ?VIEWED FOR ,E COMPLIANCE APPR CIV F. ay of rul(wiL,-1 DI ittsioNthiSiMitkcvleloN SCALE: NONE JOB NUMBER: SE12a SHEET TITLE EQUIPMENT SCHEDULE SHEET NUMBER FS205 OF SHEETS • PC TO MAKE DIRECT FILTERED WATER CONNECTION 446:21- !t, 2'-9" 1 4 PC TO VERIFY REQUIREMENTS WITH GC (2) HW/CW ROUGH NS AT +14" AND +16" AFF -1L titre IE € t -1L T-421,.2 r. K :11 f�J ?I 1 tyJ� 11 II l FACE OF BUILDING WALL UTILITY INLET QUICK DISCONNECT HOSE ASSEMBLY WITH DOUBLE SWIVEL ELBOWS AND SHUT-OFF VALVES PROVIDED BY KE.C. AND INSTALLED BY P.C. ELEVATION RESTRAINING CABLE BY KE.C. II -J 8"XS" FLOOR SINK 3 9" p ---t S -2H ii �S-IL ; - I I IIS -1L 2 ,4 Df at 6E1 -t UTILITY OUT OF WALL FOOD SERVICE COOKING EQUIPMENT PLAN WALL E F 01120 N•: CT% MOTES 1. ALL PLUMBING REQUIREMENTS INDICATED ON THIS PLAN ARE FOR KE.C. AND/OR OWNER SUPPLIED EQUIPMENT AS 5110Uk1 ON SHEET F5200 EQUIPMENT PLAN AND DESCRIBED ON SHEET FS205 EQUIPMENT SCHEDULE. REFER TO THE ARCHITECTURAL PLANS AND/OR ENGINEER DRAWINGS FOR ANY ADDITIONAL PLUMBING REQUIREMENTS. ALL PLUMBING WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND/OR GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. 2. SYMBOLS SHOWN ON THIS PLAN INDICATES THE LOCATION, ROUGH -INS, AND STUBS. PLUMING CONTRACTOR IS TO PROVIDE MD INSTALL ALL SUPPLIES, RETURNS, WASTE, VENTS, AND FUEL LINE PIPING, ACCODRING TO THE PLANS RECEIVED FROM THE PLUMBING ENGINEER AND ALSO CONFORMING ALL APPLICABLE CODES AND/OR GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. 3_ THE PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL PLUMBING SERVICES TO ROUGH -IN LOCATION AND FROM ROUGH -IN TO EQUIPMENT POINT OF CONNECTION, IE:HOT WATER, COLD WATER, DIRECT WASTES, SANITARY DRAIN LINES, FLOOR SINKS, FLOOR DRAINS, STEAM SUPPLY, STEAM RETURN, NATURAL GAS FUEL PIPING, FITINGS, UNIONS, STRAINERS, GAUGES, CLEAN OUTS, TRAPS, VALVES, STOPS, PRESSURE REGULATORS ETC, INCLUDING FINAL EQUIPMENT CONNECTIONS AS REQUIRED AND/OR NECESSARY FOR PROPER OPERATION OF R1WISHED EQUIPMENT. INSTALLATION SHALL MEET APPLICABLE CODES AND/OR GOVERNMENT AGENCIES HAVING JURISDICTION OF PROJECT LOCATION. 4. ALL HORIZONTAL DIMENSIONS FOR ROUGH -INS ARE FROM FINISHED WALLS AND/OR BUILDING GRIDLINE TO CENTERLINE OF ROUGH -IN UNLESS NOTED OTHERWISE WITHIN THIS PLAN OR IN SUBSEQUENT DETAILS. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE OF ROUGH -IN AS INDICATED. 5. THE PLUMBING CONTRACTOR IS TO DEFER TO THE ARCHITECTURAL PLAN AND/OR THE GENERAL CONTRACTOR TO LOCATE THE WALLS AND STRICTURES NOT ERECTED THAT CONTAIN ANY ROUGH -INS SHOWN IN THIS PLAN. 6_ THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR COORDINATING ROUGI-I-IN PLACEMENTS WITH THE REQUIREMENTS OF OTHER SUBTRADES. THE PLUMBING CONTRACTOR SHALL ALSO NOTIFY KE.C. AND GENERAL CONTRACTOR OF ANY DEVIATION FROM INFORMATION IN THIS PLAN ARISING FROM FIELD CONDITIONS. 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATIONS OF PLUMBING ROUGH -INS PRIOR TO SLABS BEING POURED, WALLS OR CEILINGS CLOSED, OR ANY OTHER WORK BEING DONE THAT WOULD IMPEDE VERIFICATION OF ACCURATE PLUMBING ROUGH -IN PLACEMENTS, OR THE COORDINATION REQUIREMENTS OF OTHER SUB -TRADES, UNLESS OTHERWISE SPECIFIED. S. THE PLUMBING ENGINEER AND CONTRACTOR ARE TO VERIFY ALL REQUIREMENTS OF OWNER FURNISHED EQUIPMENT WITH OUNER SELECTED VENDOR PRIOR TO UTILITY ROUGHING -INS. R c- NO7'E3 P.C. TO PROVIDE WATER, GAS AND DRAIN CONNECTIONS FOR WATER HEATER ITEM 09. SEE PLUMBING ENGINEER DRAWINGS FOR ROUGH -IN REQUIREMENTS. P.C. TO CONNECT FILTERED WATER OUTPUT FROM WATER FILTER ITEM 10 TO ROUGH -IN POINTS SHOUiL VERIFY REQUIREMENTS OF NON-KEC PROVIDED EQUIPMENT WITH SUPPLIER DRAIN LINES MUST HAVE A 1-I/2" DROP PER 5' OF RUN (25 CM PER METER), AND MUST NOT CREATE TRAPS. THE FLOOR DRAIN MUST BE LARGE ENOUGH TO ACCOMODATE DRAINAGE FROM ALL DRAINS. RUN SEPARATE BIN AND ICE MACHINE DRAIN LINES. INSULATE THEM TO PREVENT CONDENSATION. VENT THE BIN AND ICE MACHINE DRAIN TO THE ATMOSPHERE. THE ICE MACHINE DRAIN REQUIRES AN Is" VENT. DO NOT VENT THE CONDESNER DRAIN ON WATER-COOLED MODELS. DRAINS MUST HAVE A UNION OR OTHER SUITABLE MEANS TO ALLOW IN PLACE DISCONNECTION FROM CE MACHINE WHEN SERVING IS REQUIRED. BASE DRAIN -USE ) " CPVC TUBING AND S LIceNE SEALANT TO CONNECT TO THIS OPTIONAL DRAIN. P.C. TO PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE FOR JANITOR FAUCET ITEM 062. P.C. TO VERIFY JANITOR DRAIN REQUIREMENT WITH G.C. P.C. TO PROVIDE ALL FLOOR AREA DRAINS AS SHOWN. LOCATIONS AND DETAILS SHOULD BE COORDINATED WITH PLUMBING ENGINEER PLAN SHEET P220. CO2 FILL STATION ITEM 08A BY P.C. PSC. TO VERIFY THE EXACT LOCATION WITH G.C. CO2 CONDUIT FROM FILL STATION ITEM 08A TO BULK CO2 TANK BY P.C. P.C. TO VERIFY CONDUIT ROUTING WITH G.C. P.C. TO PROVIDE GAS SHUT-OFF COCK IN-LINE BEFORE INSTALLING KEC-SUPPLIED ELECTRICAL SHUT-OFF VALVE FOR HOOD FIRE PROTECTION SYSTEM BELOW CEILING IN AN ACCESSIBLE AREA. SEE MECHANICAL ENGINEER DRAWINGS FOR ADDITIONAL INFORMATION, P.C. TO PROVIDE HOT WATER ROUGH -IN ON ROOF FOR HOSE BIBS ITEM 15. SEE PLUMBING AND MECHANICAL ENGINEER DRAWINGS FOR ADDITIONAL INFORMATION. P.C. TO PROVIDE COLD WATER ON ROOF FOR MAKE UP AIR FAN ITEM 30.3. SEE PLUMBING AND MECHANICAL ENGINEER DRAWINGS FOR ADDITIONAL INFORMATION P.C. TO CONNECT KITCHEN GREASE WASTE TO GREASE INTERCEPTOR NOT USED. P.C. TO PROVIDE COLD WATER CONNECTION TO WATER FILTER SODA LINE CONDUIT AS SPECIFIED BY OWNER VENDOR AND PROVIDED BY PC. VERIFY CONDUIT ROUTING WITH OWNER VENDOR. GAS • CT DETAL SCALE N.T.S. 1 -IP AM SYS t 0 0 COLD WATER COLD WATER (FILTERED) HOT WATER (SEE SCHEDULE FOR REQUIRED TEMPERATURE) HOT AND COLD WATER (4" APART) HOT AND COLD WATER (8" APART) GAS LINE (QUICK DISCONNECT NOT REQUIRED) RECEIVED GAS LINE (WITH QUICK DISCONNECT) DIRECT WASTE (WALL) DIRECT WASTE (FLOOR) POINT OF CONNECTION (APPROX.) CO2 FILL STATION BY GC. VERIFY LOCATION AND INFORMATION WITH PLUMBING ENGINEER PLANS. FLOORSINK (WITH 2" DIA. WASTE AND 1/2, 3/4 OR FULL GRATE AS INDICATED, UNLESS OTHERWISE SPECIFIED). FLOOR DRAIN BY GC. (SHOWN IN THE PLAN ARE FOR REFERENCE ONLY, VERIFY PLUMBING ENGINEER DRAWINGS FOR EXACT LOCATIONS). ELECTRIC OR MECHANICAL SOLENOID GAS SHUT-OFF VALVE DIRECT CONNECTION PROM ROUGH -IN TO EQUIPMENT'S POINT OF CONNECTION INDIRECT WASTE CONNECTION FROM EQUIPMENT TO FLOORSINK SODA CONDUIT BY P.C. VERIFY REQUIREMENT WITH OWNER SELECTED VENDOR. CO2 CONDUIT BY P.C. VERIFY REQUIREMENT WITH OWNER SELECTED VENDOR CITY OF TU tKWILA MAR 17 2016 PERMIT CENTER ¢! TriMark Raygal Foodservice Design, Equipment and Supplies 2801 McGaW Avenue Irvine CA 92614 T e I 949.474,1000 Fax 9 4 9 , 4 7 4 . 1 122 *yq*,trimarkusa,com THIS PLAN AND THE DESIGNS HEREIN ARE THE SOLE PROPERTY OF TRIMARK RAYGAL AND MAY NOT BE REPRODUCED, CHANGED OR USED BY ANYONE, IN PART OR WHOLE, WITHOUT THE WRITTEN PERMISSION OF A TRIMARK RAYGAL COMPANY OFFICER. ANY DESIRED DEVIATIONS TO THIS PLAN MUST BE APPROVED IN WRITING BY TRIMARK RAYGAL BEFORE SUCH WORK IS DONE. IT IS THE RESPONSIBILITY OF ANYONE USING THIS PLAN TO READ AND BECOME FAMILIAR WITH ALL INFORMATION SHOWN HEREON INCLUDING ANY LIST OF NOTES. MEASUREMENTS ON THIS PLAN ARE FROM AVAILABLE INFORMATION. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FABRICATORS, CONTRACTORS, ETC. USING THIS PLAN ARE TO CONFIRM ALL INFORMATION ON THIS PLAN WITH THE JOB SITE. ALL INFORMATION ON THIS PLAN FOR THE GENERAL CONTRACTOR OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS TO PERFORM (PLUMBING, ELECTRICAL, CURBS, WALLS, BUILDING OPENINGS, ETC.) ARE FOR THE SOLE PURPOSE OF EQUIPMENT REQUIREMENTS; REFERENCE IS MADE TO THE OWNER OR ARCHITECTURAL PLANS FOR ENGINEERING OR LISTING OF ITEMS NOT SUPPLIED BY TRIMARK RAYGAL, TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ENGINEERING THEREOF. ALL BUILDING WORK THEREOF SHALL BE BY THE GENERAL CONTRACTOR INCLUDING ALL ROUGHING—IN AND FINAL CONNECTIONS AND ALL RUNS TO EQUIPMENT AND INCLUDING ALL FITTINGS OR ANY OTHER PARTS MATERIALS OR LABOR FOR SUCH WORK. IF ANY SUCH WORK IS IN TRIMARK RAYGAL CONTRACT, IT WILL SPECIFICALLY BE INDICATED ON THIS PLAN; IF IT IS NOT SPECIFICALLY INDICATED ON THIS PLAN, IT IS NOT A PART OF TRIMARK RAYGAL CONTRACT AND SHALL BE PROVIDED BY OTHERS. TRIMARK RAYGAL WILL ASSUME NO RESPONSIBILITY FOR WORK DONE BY THE GENERAL CONTRACTOR OR A SUBCONTRACTOR OF THE GENERAL CONTRACTOR OR ANY CHANGES MADE NECESSARY BY LOCAL CODES (INCLUDING: BUILDING, HEALTH DEPART. ORDINANCES, FIRE DEPART., ETC.) OR CHANGES BY THE OWNER, ARCHITECT OR ANY OTHER PERSON OUTSIDE OF TRIMARK RAYGAL WITH AUTHORITY TO THE DESIGN. THIS PLAN BECOMES VOID UPON SUCH CHANGES AND WORK CANNOT BE COMPLETED UNTIL THE APPROPRIATE CORRECTIONS ARE MADE BY TRIMARK RAYGAL. USING THIS PLAN IS ADMITTANCE THAT ALL INFORMATION ON THIS PLAN HAS BEEN EXAMINED AND COMPARED WITH OTHER PLANS (EXAMPLE: ARCHITECTURAL PLANS) AND ANY INCONSISTENCIES, ERRORS, AMBIGUITIES OR OMISSIONS HAVE BEEN REPORTED TO TRIMARK RAYGAL FOR WRITTEN CORRECTIONS BEFORE COMPLETING BIDS OR COMMENCING ANY WORK HEREUNDER. NO ADDITIONAL ALLOWANCE WILL BE MADE FOR SUCH WORK UNLESS IT IS AGREED BEFORE ACCEPTANCE OF BIDS. PLUMBING OR ELECTRICAL PARTS NOT SUPPLIED WITH THE EQUIPMENT AS A STANDARD ITEM SHALL BE PROVIDED BY THE PLUMBER OR ELECTRICIAN UNLESS SPECIFICALLY INDICATED ON THIS PLAN. 1.25.2016 © I4EP CONDISATION SEr ❑ Cl A BURGER GRILL EV I EINE) FOR )III:. CO€MPL ANCE APPRollED MAR 2 5 2II1r CO Co F:2" wQ z� wQ U J H > D O � (/) N <C O r �N LL C T LDESIGNER. ri ,.ARCVIBION DRAWN: velmAitic RAYGAL CHECKED: TRIMARK RAYGAI- SCALE: 1/4"-1110 JOB NUMBER: S6va SHEET TITLE PLUMBING PLAN SHEET NUMBER F52'14 OF SHEETS J 7• I m -I- - Ori It 0 I J m •j J II CO J r 1y, ym E.C. TO MOUNT ITEMS 52 AND 59 INSIDE ITEM 5L SEE ARCHITECTURAL AND ELECTRICAL PP1t�..AN FOR MORE INFOi4" RATION. L L J C -,AL CTOR NOTES ALL ELECTRICAL REQUIREMENTS INDICATED ON THIS PLAN ARE FOR OWNER AND KEL. SUPPLIED EQUIPMENT SHOUN ON SHEET K -I EQUIPMENT PLAN AND DESCRIEED ON SHEET K-2 EQUIPMENT SCHEDULE REFER TO THE OIINER, GENERAL CONTRACTOR ARCHITECTURAL. AND ENGINEER PLAN FOR ADDITIONAL INFORMATION. ALL ELECTRICAL REQUIREMENTS. ALL ELECTRICAL WORK SHALL COMPLY WIN APPLICABLE CODES AND/OR GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. 2_ THE SYMBOLS SHOulrl ON THIS PLAN ONLY INDICATES THE LOCATION, ROUGH -IN, AND CONNECTION. THE ELECTRICAL CONTRACTOR IS TO PROVIDE AND INSTALL CIRCUITS AND CONDUIT RUNS AS REQUIRED, IN ACCORDANCE TO THE ELECTRICAL ENGINEER DRAWINGS, CONFORMING WITH ALL APPLICABLE CODES AND/OR GOVE11ENT AGENCIES HAVING JURISDICtIoN OVER PROJECT LOCATION. 3. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL ELECTRICAL SERVICES TO ROUGH -IN LOCATIONS AND FROM ROUGH -IN TO EQUIPMENT POINT OF CONNECTION, IE: LABOR, MATERIAL, WIRING, SERVICE FITTINGS, CONDUITS, CIRCUIT BREAKERS, JUNCTION BOXES, OUTLETS, PLUG -MOLDS, SWITCHES, FULL -BOXES, CONTROLS, SHUNT -TRIPS, NEMA CONNECTORS AND CONFIGURATIONS, LOCK -OUT DEVICES, DISCONNECTS, PANEL BOARDS, ETC. INCLUDING FINAL EQUIPMENT CONNECTIONS, AS REQUIRED AND NECESSARY FOR PROPER OPERATION OF FURNISHED EQUIPMENT. INSTALLATION SHALL MEET APPLICABLE CODES AND/OR GOVERNMENT AGENCIES HAVING JURISDICTION OF PROJECT LOCATION. 4_ THE ELECTRICAL ENGINEER AND CONTRACTOR ARE TO VERIFY ALL REQUIREMENTS AND LOCATION OF OWNER FURNISHED EQUIPMENT WITH OWNER SELECTED SUPPLIER PRIOR TO ROUGHING -IN ANY UTILITIES. 5_ ALL HORIZONTAL DIMENSIONS FOR ROUGH -INS ARE FROM FINISHED WALLS AND/OR BUILDING GRIDLINE TO CENTERLINE OF ROUGH -IN UNLESS NOTED OTHERWISE WITHIN THESE PLANS OR IN SUBSEQUENT DETAILS. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE OF ROUGH -N, AS INDICATED, 6. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE THE PLACEMENT OF ELECTRICAL ROUGH -INS WITH THE REQUIREMENTS OF THE OTHER SUB -TRADES ELECTRICAL CONTRACTOR SHALL ALSO NOTIFY THE K,E.C. AND GENERAL CONTRACTOR OF ANY DEVIATIONS FROM INFORMATION IN THESE PLANS ARISING FRal FIELD CONDITIONS. i. IT IS THE RESPONSIBILITY OFF THE GENERAL CONTRACTOR TO VERIFY THE LOCATION OF ELECTRICAL ROUGH -INS PRIOR TO THE SLABS BEING POURED, WALLS, CEILINGS CLOSED, OR ANY OTHER WORK BEING DONE THAT WOULD IMPEDE VERIFICATION OF THE ACCURATE PLACEMENT OF ELECTRICAL ROUGH -INS OR COORDINATION OF THE REQUIREMENTS OF OTHER SUB -TRADES, UNLESS OTHERWISE SPECIFIED. SIC 'IAL R NOTES t?1(oOb1 [b 0 0 O O O E.C. TO PROVIDE 4 JUNCTION BOXES; 2 FOR DATA AND 2 FOR POWER SEE ARCHITECTURAL AND ELECTRICAL ENGINEER DRAWING FOR MORE INFORMATION. EL. TO VERIFY ALL PD,5. SYSTEM REQUIREMENTS WITH OWNER VENDOR REFER TO ARCHITECTURAL AND ELECTRICAL ENGINEER DRAWINGS FOR LOCATION AND MOUNTING HEIGHTS OF PD,S. AND MICROPHONE ROUGH -INS ON MILLWORK COUNTER NOT USED E.C. TO PROVIDE AND INSTALL INTERCONNECTING DEFROST CIRCUIT WIRING FROM FREEZER EVAPORATOR COIL (ITEM 02.4) TO REMOTE CONDENSER (ITEM 011) ON ROOF. NOT USED FIRE SYSTEM PULL STATION BY E.C. CONFIRM LOCATION WITH FIRE MARSHALL NOT USED E.C. TO VERIFY WATER HEATER ELECTRICAL REQUIREMENTS WITH GC. REFER TO ELECTRICAL ENGINEER DRAWING FOR MANAGERS OFFICE POWER AND DATA REQUIREMENTS. EL. TO INTERCONNECT PREWIRE PACKAGE (ITEM 302) WITH TWO EXHAUST FANS (ITEM 301) AND MAKE-UP AIR FAN (ITEM 30.3). REFER TO EXHAUST HOOD SHOP DRAWINGS AND EXHAUST SYSTEM DETAILS FOR WIRING CONNECTION REQUIREMENTS. EC. TO INTERCONNECT ICE MACHINE (ITEM 461) WITH REMOTE CONDENSER (ITEM 462) ON ROOF. EC. TO REFER ARCHITECTURAL ROOF PLANS FOR REMOTE CONDENSER LOCATIONS. E.C. TO CONNECT AIR CURTAIN THROUGH DOOR ACTIVATED MICROSWITCH. EL. TO REFER TO MECHANICAL ROOF PLANS FOR EXHAUST SYSTEM LOCATIONS. •rv• USTF C AL S `;' • S 0 PITCH POCKETS PROVIDED BY GC. VERIFY LOCATION WITH ELECTRICAL ENGINEER ROOF PLAN. V/ Yee •. • -IP AR SYS PITCH POCKETS PROVIDED BY G.C. VERIFY LOCATION WITH ELECTRICAL ,ENGINEER ROOF PLAN. Fe -FLUSH WALL -MO N FINISHED WALL)TF.PINGLE SE RECEPTACLE W uL--MW� FIDDLEWAPURPOSE RECEPTACLE Fp L) WALL -MOUNTED JUNCTION BOX (FLUSH WITH FINISHED WALL) m WATERPROOF JUNCTION BOX. O CONDUIT STUB OR POWER STUB artry ELECTRICAL POWER WHIP WITH b -FOOT LONG LEAD (NO J -BOX) cgc DROP CORD (FROM CEILING TO b FEET ABOVE FINISHED FLOOR) O COLOR CODED DEFROST SYSTEM CIRCUIT WIRING (FROM REMOTE REFRIGERATION RACK LOCATION) JINV YWYNIt• DOOR JAMB HEATER (COMPONENT BY KEL.) ELECTRICAL POWER SWITCH. CITY YE FE�UK DKWILA TEMPERATURE ALARM (COMPONENT BY KE.C.) o-1 TELEPHONE OUTLET MAR 17 2016 o-{) 4/0 OCTAGONAL J -BOX (FLUSH WITH FINISHED O MIT CENTER _^ EMPTY CONDUIT FOR ICATION CABLING °v - (VERIFY POINT OF ORIGIN WITH ARCHITECT) ELECTRICAL EXTENSION (FROM ROUGH -IN TO EQUIPMENT POINT OF CONNECTION) {�} WATERPROOF FIXTURE MOUNTED SINGLE PURPOSE RECEPTACLE. c WATERPROOF FIXTURE MOUNTED DOUBLE PURPOSE RECEPTACLE. WATERPROOF FIXTURE MOUNTED JUNCTION BOX PRE -WIRED EQUIPMENT TO J -BOX AND/OR SUB -PANEL BY KEL. VAPOR PROOF LIGHT FIXTURE (COMPONENT BY KEC, LIGHT BY EL.) CONVENIENCE OUTLET AT 120/1 5.0 AMP. CIRCUIT FIRE MILL - VERIFY WITH ELECTRICAL AND MECHANICAL PLANS C TriMark Raygal Foodservice Design, Equipment and Supplies 2801 McGa* Avenue Irvine, CA 92614 T e I 949.474,1000 Fax 949,474.1122 WWW,trimarkusa.com THIS PLAN AND THE DESIGNS HEREIN ARE THE SOLE PROPERTY OF TRIMARK RAYGAL AND MAY NOT BE REPRODUCED, CHANGED OR USED BY ANYONE, IN PART OR WHOLE, WITHOUT THE WRITTEN PERMISSION OF A TRIMARK RAYGAL COMPANY OFFICER. ANY DESIRED DEVIATIONS TO THIS PLAN MUST BE APPROVED IN WRITING BY TRIMARK RAYGAL BEFORE SUCH WORK IS DONE, IT IS THE RESPONSIBILITY OF ANYONE USING THIS PLAN TO READ AND BECOME FAMILIAR WITH ALL INFORMATION SHOWN HEREON INCLUDING ANY LIST OF NOTES. MEASUREMENTS ON THIS PLAN ARE FROM AVAILABLE INFORMATION. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FABRICATORS, CONTRACTORS, ETC. USING THIS PLAN ARE TO CONFIRM ALL INFORMATION ON THIS PLAN WITH THE JOB SITE. ALL INFORMATION ON THIS PLAN FOR THE GENERAL CONTRACTOR OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS TO PERFORM (PLUMBING, ELECTRICAL, CURBS, WALLS, BUILDING OPENINGS, ETC)ARE FOR THE SOLE PURPOSE OF EQUIPMENT REQUIREMENTS: REFERENCE IS MADE TO THE OWNER OR ARCHITECTURAL PLANS FOR ENGINEERING OR LISTING OF ITEMS NOT SUPPLIED BY TRIMARK RAYGAL. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ENGINEERING THEREOF. ALL BUILDING WORK THEREOF SHALL BE BY THE GENERAL CONTRACTOR INCLUDING ALL ROUGHING -IN AND FINAL CONNECTIONS AND ALL RUNS TO EQUIPMENT AND INCLUDING ALL FITTINGS OR ANY OTHER PARTS MATERIALS OR LABOR FOR SUCH WORK. IF ANY SUCH WORK IS IN TRIMARK RAYGAL CONTRACT, IT WILL SPECIFICALLY BE INDICATED ON THIS PLAN; IF IT IS NOT SPECIFICALLY INDICATED ON THIS PLAN, IT IS NOT A PART OF TRIMARK RAYGAL CONTRACT AND SHALL BE PROVIDED BY OTHERS. TRIMARK RAYGAL WILL ASSUME NO RESPONSIBILITY FOR WORK DONE BY THE GENERAL CONTRACTOR OR A SUBCONTRACTOR OF THE GENERAL CONTRACTOR OR ANY CHANGES MADE NECESSARY BY LOCAL CODES (INCLUDING: BUILDING, HEALTH DEPART. ORDINANCES, FIRE DEPART., ETC.) OR CHANGES BY THE OWNER, ARCHITECT OR ANY OTHER PERSON OUTSIDE OF TRIMARK RAYGAL WITH AUTHORITY TO THE DESIGN. THIS PLAN BECOMES VOID UPON SUCH CHANGES AND WORK CANNOT BE COMPLETED UNTIL THE APPROPRIATE CORRECTIONS ARE MADE BY TRIMARK RAYGAL. USING THIS PLAN IS ADMITTANCE THAT ALL INFORMATION ON THIS PLAN HAS BEEN EXAMINED AND COMPARED WITH OTHER PLANS (EXAMPLE: ARCHITECTURAL PLANS) AND ANY INCONSISTENCIES, ERRORS, AMBIGUITIES OR OMISSIONS HAVE BEEN REPORTED TO TRIMARK RAYGAL FOR WRITTEN CORRECTIONS BEFORE COMPLETING BIDS OR COMMENCING ANY WORK HEREUNDER. NO ADDITIONAL ALLOWANCE WILL BE MADE FOR SUCH WORK UNLESS IT IS AGREED BEFORE ACCEPTANCE OF BIDS. PLUMBING OR ELECTRICAL PARTS NOT SUPPLIED WITH THE EQUIPMENT AS A STANDARD ITEM SHALL BE PROVIDED BY THE PLUMBER OR ELECTRICIAN UNLESS SPECIFICALLY INDICATED ON THIS PLAN. 1.25.2016 ® VEP COORISTIO SET 0 A 0 0 0 0 A 0 REVIE-:?!'Js. D FOR SDE COMPLIANCE AR PR ..... MAR 2 5 2016 Cify n, T,i4nmiln JIL.I MIONEKVI, Av181oN 00 CO OT; W Q z� W � U J �--- O � N < cpti 0 DRAWN: TRIMARK RAYGAL. CHECKED: TRIMARk RAYGAL. SCALE: I/4":I'-0" JOB NUMBER: $5'128 SHEET TITLE ELECTRICAL PLAN SHEET NUMBER F5224 OF SHEETS —4 I S -2H II I 1 (1S -2H 1,1 S -2H 0 ;k6.1111111•1%‘111061\11111111.\\IC -177-76-111111111 =1111=1141 0 •• NO" ALL•AVV.11.1140L•401.110-C•4111MMULAPALW.. * • 161 Ei .6"" I L • • • • • 1• .11111111111.14I •X0.1t1Wortf....rteNc ",:A";..060.1*Xii•XPACM •••••111.t. 3'-3" I 0 1 0 I • GC. TO vFY WALL -SAC 11T4 ARcAltEcr. '21 1 \\. g -2H1L00 L_ US -2H S-2I4ii I I II 11 U. -I US -2H 0 S-214 11 U. Nil L B -IL T-elL 8-1 L OE 11 ft O I S-301 IIU O S-31.11 •-1E II B-1 L L B-ILI P' romommomnih. MPS* CD I S-311 „ • 3 d T -2E 0 S®3 -1 I T.:•21:1 ii I fUS-IL 1=2L if T -2L 11 WS -1L I T. 1-62: To pRoi S -21-I ii I W „,...,j 0 I 1 li lit -*I PE LEVE 3/89 1$-EF62HoiXY= F., ' 1 , j.) l rit ( -2HI S-214 "SI, il IL J 1.$-2H 1 0 1 S -2I4 . y I I .• L I) 1 iii44qTr" • LOCATION ri E*1-61401*-DRAIANGS FOR. ........ .1 1 HIGH CONCRETE CURB H POURED EPDXY WITH 8E1 00TH AND LEVEL al AND ADJACENT TO FL00T2 S -21A !!1( I g ; • 28"1 • 206 B-ILI B -IL - 1E IF' -4'1!) • 1 1:1 - 1E LI -3Lij) 8-1 L I I 0 1 ' -3d ! 0 ! S-3111 .:.:: 1 T -2E 1 e -;:- T ---\ _ LI! 0 ;s.....3041 k( • 1 J /Th CTOR NOTES I. THE GENERAL CONTRACTOR IS TO FUR4151-1 AND INSTALL THE FOLLOWING ITEMS INDICATED ON THIS PLANS, UNLESS OTHERWISE SPECIFIED: • ALL REINFORCING WALL -BACKING, UNLESS OTHERWISE SPECIFIED. • WALL-BUMFER GUARDS, RAILINGS AND POSTS • BACKING, BEAMS TRUSSES OR OTHER SUPPORT MEMBER -8. ALSO FOR THE COMPONENTS OF SUFFoRTIN* THE EXHAUST WOODS AND OTHER CEILING MOUNTED EQUIPMENTS NOTED. 2. ALL DIMENSIONS SHOWN ON THIS SHEET ARE FROM FINISHED WALLS, FLOORS AND/OR BUILDING GRIDLINES. INCLUDE ALLOWANCE FOR THICKNESS OF FINISH MATERIALS. 5. THE GENERAL CONTRACTOR IS TO RJH R1ISA REASONABLE ACCESS TO EQUIPMENT INSTALLATION AREAS THAT REQUIRES CONNECTION AND ST:RVICEES ABOVE FINISHED CEILING, IN ACCORDANCE TO LOCAL CODES AND/OR GOVERNMENT AGENCIES HAVING ..)URISDICTION OF PROJECT LOCATION. 4. THE GENERAL CONTRACTOR IS TO PROVIDE AND INSTALL ALL PENETRATIONS THRU CEILINGS, ROOFS AND WALLS FOR DUCTS, ETC. INCLUDING DUCT SHAFT WRAPPINGS, ENCLOSURES, FIRE SEPARATIONS ETC. AS REQUIRED. IN ACCORDANCE TO LOCAL MD FIRE DEPARTMENT CODES AND/OR GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. 5. THE GENERAL CONTRACTOR SHALL SOUND PROOF COMMON WALLS WHERE NOISE OR vIBRATION PRODUCING, EQUIFIvIENT IS LOCATED ADJACENT TO DINING AREAS. SEE ARCHITECTURAL PLANS FOR LOCATIONS AND ADDITIONAL INFORIATIoN. AL OLS 477-7 Z/ZA NON-COM5USTIBLE WALL I3Y - - - WALL -BACKING @t, HOOD -SUPPORT POINTS GENERAL CONTRACTORS IS To FURNISH MD INSTALL ALL ROUGH -IN REQUIREMENTS INDICATED BY THE SYMBOLS SI-IOUN ON THIS PLAN AND LIST (UNLESS OTHERWISE NOTED). ItOTElk 0 ALL WALL -SACKING TO BE 16 GAUGE GALVANIZED, SECURELY ATTACHED TO STUD AND WALL FRAMING. cpItuNAii._rjrDcf4N2TLigG,TH SHOUI4 ON BUILDING WORK REQUIREMENTS ARE MN., ALWAYS EXTEND TO NEXT STUD OVER 0 ALL WORK SHOUN TO SE BY G.C. UNLESS OTHERWISE NOTED. @ *ATM aim 0 C) 1 II TriMark Raygal Foodservice Design, Equipment and Supplies 2801 ,AcGaly Avenue Irvine, CA 92614 Tel 949.474.1000 Fax 949.474.1122 Vilylli.trimarkusa.com THIS PLAN AND THE DESIGNS HEREIN ARE THE SOLE PROPERTY OF TRIMARK RAYGAL AND MAY NOT BE REPRODUCED, CHANGED OR USED BY ANYONE, IN PART OR WHOLE, WITHOUT THE WRITTEN PERMISSION OF A TRIMARK RAYGAL COMPANY OFFICER. ANY DESIRED DEVIATIONS TO THIS PLAN MUST BE APPROVED IN WRITING BY TRIMARK RAYGAL BEFORE SUCH WORK IS DONE. IT IS THE RESPONSIBILITY OF ANYONE USING THIS PLAN TO READ AND BECOME FAMILIAR WITH ALL INFORMATION SHOWN HEREON INCLUDING ANY LIST OF NOTES. MEASUREMENTS ON THIS PLAN ARE FROM AVAILABLE INFORMATION. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FABRICATORS, CONTRACTORS, ETC. USING THIS PLAN ARE TO CONFIRM ALL INFORMATION ON THIS PLAN WITH THE JOB SITE. ALL INFORMATION ON THIS PLAN FOR THE GENERAL CONTRACTOR OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS TO PERFORM (PLUMBING, ELECTRICAL, CURBS, WALLS, BUILDING OPENINGS, ETC.) ARE FOR THE SOLE PURPOSE OF EQUIPMENT REQUIREMENTS; REFERENCE IS MADE TO THE OWNER OR ARCHITECTURAL PLANS FOR ENGINEERING OR LISTING OF ITEMS NOT SUPPLIED BY TRIMARK RAYGAL. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ENGINEERING THEREOF. ALL BUILDING WORK THEREOF SHALL BE BY THE GENERAL CONTRACTOR INCLUDING ALL ROUGHING -IN AND FINAL CONNECTIONS AND ALL RUNS TO EQUIPMENT AND INCLUDING ALL FITTINGS OR ANY OTHER PARTS MATERIALS OR LABOR FOR SUCH WORK. IF ANY SUCH WORK IS IN TRIMARK RAYGAL CONTRACT, IT WILL SPECIFICALLY BE INDICATED ON THIS PLAN; IF IT IS NOT SPECIFICALLY INDICATED ON THIS PLAN, IT IS NOT A PART OF TRIMARK RAYGAL CONTRACT AND SHALL BE PROVIDED BY OTHERS. TRIMARK RAYGAL WILL ASSUME NO RESPONSIBILITY FOR WORK DONE BY THE GENERAL CONTRACTOR OR A SUBCONTRACTOR OF THE GENERAL CONTRACTOR OR ANY CHANGES MADE NECESSARY BY LOCAL CODES (INCLUDING: BUILDING, HEALTH DEPART. ORDINANCES, FIRE DEPART., ETC.) OR CHANGES BY THE OWNER, ARCHITECT OR ANY OTHER PERSON OUTSIDE OF TRIMARK RAYGAL WITH AUTHORITY TO THE DESIGN. THIS PLAN BECOMES VOID UPON SUCH CHANGES AND WORK CANNOT BE COMPLETED UNTIL THE APPROPRIATE CORRECTIONS ARE MADE BY TRIMARK RAYGAL. USING THIS PLAN IS ADMITTANCE THAT ALL INFORMATION ON THIS PLAN HAS BEEN EXAMINED AND COMPARED WITH OTHER PLANS (EXAMPLE: ARCHITECTURAL PLANS) AND ANY INCONSISTENCIES, ERRORS, AMBIGUITIES OR OMISSIONS HAVE BEEN REPORTED TO TRIMARK RAYGAL FOR WRITTEN CORRECTIONS BEFORE COMPLETING BIDS OR COMMENCING ANY WORK HEREUNDER. NO ADDITIONAL ALLOWANCE WILL BE MADE FOR SUCH WORK UNLESS IT IS AGREED BEFORE ACCEPTANCE OF BIDS. PLUMBING OR ELECTRICAL PARTS NOT SUPPLIED WITH THE EQUIPMENT AS A STANDARD ITEM SHALL BE PROVIDED BY THE PLUMBER OR ELECTRICIAN UNLESS SPECIFICALLY INDICATED ON THIS PLAN. 1.25.2016 [g] isiEP COORWIATION SET El El El CI El El EL A A A A (j) Loom. 1 1- : LW RECEIVED CITY OF TUKINLA MAR 1 7 2016 PERMIT CENTER CODE COMPLIANCE AP VD MAR 2 5 2016 —BA , WALL—BA ei DETALS SCALE N.T.S. City of Tukwila BUILDING DIVISION , CO CO Co w Z 11.1 0 >" c\I < ci•?. Ct a DRAWN: TRIMARK RAYGAL CHECKED: TRIMARK RAYGAL. SCALE: JOB NUMBER: 6E123 SHEET TITLE BUILDING CONDITiONS: umeit.L.-sAciciNal, GRUB, 4 HOOD 4UPPOIRT PLAN SHEET NUMBER F9230 OF SHEETS J ( m J J m S -3L jS-3L _J L T — 2 E ---1 r--- S-3L IS -3L J M fn Nig T —3L - J m J I -J _-_J T -2E --- i r S-3LI -J M W J m -J J 15 € i:.... (N ....... .... A) i '2T r'•,.. 48(4)'.4 48(4)24 1t I I S -1L! .1=2L T -2L tr- I Q *tS-1 L ! Tax 5—it I 4824 48(4)24 •3iri+? i �3 iR � ii ii y+►.ri i+ 01•3i*9ll� 30(4)24 J Ir11 cra �1- w Iry 430-7-4 (N IX) S -2H T-€1 L Akaa f 0 ' 11S -3L S -3L1) tL !T -1E! V ) 1 o I S -3L)1 �i 1 T-1 E ! I 61 N B-1 LI B -1L Arra L IT 11 r I � I k-3[ I � S-3(1) T -2E Ef� t —3I T ITEM 46i IcEritaitte a L. I _-I aotrcht cF SOFFITSEE ARCHITETURAL - RANO FOR DE'r FAR HITECURAI. PLANS FOR DETA LS ITT" 1451 JUICE DISPENSER I 44 CONDIMENT DISPENSER ITEM 60 6/6 BAR WITH SNEEZE GUARD (TEM 69 TRASH CHUTE 147 MIL43 LL . ( GOI,NtER ITEM 52 PAS. ORDER TERMINAL 46 ITEgM 45 MEIER ITEM 23 TRASH 4 ME)II R 4 DISPENSER CONTAINER -- C S CALE 1/2'eT—OI' i BOTrqM OF SOFFIT SEE I— FIN( CEILING SEE ARCHITECTURALPLANS ARCH FLANS FOR DETAILS FOR DELA LS ITEM 504 -' 5/5 END CAP 1140 MIXER -Il ITEM 61 ITEM 231 ITEM 19 ITEM 521 ITEM 48 ITEM 65 STRAW 5/5 a-ECK PAS. PAPER 5/5 PASS-THI�1! HOLDER FLASH HOLDER MONITOR HOLDER SHELF L 1 ITEM 5015/5 LutucAA I AND FL4SHI 4 • ITEM 39 ITEM 3 IIEM522 �D� TDQiNSER PRINTERPA.f3. ITEM31 TH ELEVA S CALE 1/2".T -O IT CF 6AFLF1 ARCHFLANS FOR DETAILS 4NIS4C CEIL,ING SEE gL FLANS FOR DETAILS ITEM 521 4 PA MON tOR ITEM 65 ITEM 48 ITEM 19 - 5/S PAS6PAPER CHECKTI .i-6EELF HOLDER HOLDER ITEM 501 5/5 LOLL CAP AND FLASHhJG ITEM 342 BOARD ItEm 50A 5/5 END CAP f ITEM 48 ITEM 523 - NPAPE R BIM BAR 7 S/5 WALL. aL451-IINA ITEM 621 Ali' Al11 1 CCIJTA' C NN I N, i rJ ITEM 33 - S ASSEMBLY USW jaFIRtgERATICN -� ZA TABL ITEM 341 sEROGERPIZZA TABLE E t RECEIVED 1.n Y_ MY OF Tt+KOALA MAR 17 2016 PERMIT CENTER SCALE v4•=T-O" ELEVA S CALE v2"dr-O" 3 TriMark Raygal Foodservice Design, Ecuipment and Supplies 2801 licGa* Avenue Irvine CA 92614 Tel 9.9.474, 1 000 Fax 949.474.1 122 W*W,trimarkusa,com THIS PLAN AND THE DESIGNS HEREIN ARE THE SOLE PROPERTY OF TRIMARK RAYGAL AND MAY NOT BE REPRODUCED, CHANGED OR USED BY ANYONE, IN PART OR WHOLE, WITHOUT THE WRITTEN PERMISSION OF A TRIMARK RAYGAL COMPANY OFFICER. ANY DESIRED DEVIATIONS TO THIS PLAN MUST BE APPROVED IN WRITING BY TRIMARK RAYGAL BEFORE SUCH WORK IS DONE. IT IS THE RESPONSIBILITY OF ANYONE USING THIS PLAN TO READ AND BECOME FAMILIAR WITH ALL INFORMATION SHOWN HEREON INCLUDING ANY LIST OF NOTES. MEASUREMENTS ON THIS PLAN ARE FROM AVAILABLE INFORMATION. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FABRICATORS, CONTRACTORS, ETC. USING THIS PLAN ARE TO CONFIRM ALL INFORMATION ON THIS PLAN WITH THE JOB SITE. ALL INFORMATION ON THIS PLAN FOR THE GENERAL CONTRACTOR OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS TO PERFORM (PLUMBING, ELECTRICAL, CURBS, WALLS, BUILDING OPENINGS, ETC.) ARE FOR THE SOLE PURPOSE OF EQUIPMENT REQUIREMENTS; REFERENCE IS MADE TO THE OWNER OR ARCHITECTURAL PLANS FOR ENGINEERING OR LISTING OF ITEMS NOT SUPPLIED BY TRIMARK RAYGAL. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ENGINEERING THEREOF. ALL BUILDING WORK THEREOF SHALL BE BY THE GENERAL CONTRACTOR INCLUDING ALL ROUGHING -IN AND FINAL CONNECTIONS AND ALL RUNS TO EQUIPMENT AND INCLUDING ALL FITTINGS OR ANY OTHER PARTS MATERIALS OR LABOR FOR SUCH WORK. IF ANY SUCH WORK IS IN TRIMARK RAYGAL CONTRACT, IT WILL SPECIFICALLY BE INDICATED ON THIS PLAN; IF IT IS NOT SPECIFICALLY INDICATED ON THIS PLAN, IT IS NOT A PART OF TRIMARK RAYGAL CONTRACT AND SHALL BE PROVIDED BY OTHERS. TRIMARK RAYGAL WILL ASSUME NO RESPONSIBILITY FOR WORK DONE BY THE GENERAL CONTRACTOR OR A SUBCONTRACTOR OF THE GENERAL CONTRACTOR OR ANY CHANGES MADE NECESSARY BY LOCAL CODES (INCLUDING: BUILDING, HEALTH DEPART. ORDINANCES, FIRE DEPART., ETC.) OR CHANGES BY THE OWNER, ARCHITECT OR ANY OTHER PERSON OUTSIDE OF TRIMARK RAYGAL WITH AUTHORITY TO THE DESIGN. THIS PLAN BECOMES VOID UPON SUCH CHANGES AND WORK CANNOT BE COMPLETED UNTIL THE APPROPRIATE CORRECTIONS ARE MADE BY TRIMARK RAYGAL. USING THIS PLAN IS ADMITTANCE THAT ALL INFORMATION ON THIS PLAN HAS BEEN EXAMINED AND COMPARED WITH OTHER PLANS (EXAMPLE: ARCHITECTURAL PLANS) AND ANY INCONSISTENCIES, ERRORS, AMBIGUITIES OR OMISSIONS HAVE BEEN REPORTED TO TRIMARK RAYGAL FOR WRITTEN CORRECTIONS BEFORE COMPLETING BIDS OR COMMENCING ANY WORK HEREUNDER. NO ADDITIONAL ALLOWANCE WILL BE MADE FOR SUCH WORK UNLESS IT IS AGREED BEFORE ACCEPTANCE OF BIDS. PLUMBING OR ELECTRICAL PARTS NOT SUPPLIED WITH THE EQUIPMENT AS A STANDARD ITEM SHALL BE PROVIDED BY THE PLUMBER OR ELECTRICIAN UNLESS SPECIFICALLY INDICATED ON THIS PLAN. 1,25,2016 ❑X IEP COORDINATION SET A'M grag Cg ..ODE COMPLIANCE APPROVED Co Co CO wQ ZS w� U J ET- O � (/) I— N <C MAR 2 5 2016 s 0 City of Tukwila 31,w rlIj;Io fRn w,t;,1 �" `ICIER: _".14RGY{BION DRAWN: TRIMARK RAYGAL CHECKED: TRIMARK RAYGAL SCALE: AS SHOWN JOB NUMBER: $5123 SHEET TITLE ELEVE4'ION KEY 4 ELEVAT I ON PLAN SHEET NUMBER F5544 OF SHEETS i J m •a T J ®( rr I- J m T` S -3L S -3L 0 T -2E S -3L I S -3L W H I J J J - J m -J -J m J m -J 41. J S -2H 4J -2H ILL J »> !! T-1 is I � WS -1L ! L -2L 17 -2L I 1• S-2Ff 475-21- I I S -2I4 ii I I lu J L j) J N +ter 0101MUMti►.57!LN.IOMMIVA.'►,.ZMwJM,.. C.4 4 {4>24 48(A)2..4 +1 $1 !?K •M ›tia — • 11T- Mill co N N N N .h' c «4.. N LC) N CO N 30(4.24 4i II 1 1 a • I' Ij 11 I- L I r 1 I I I I • II 1 I 4 11 f 1 I I I 1 I I I "4" N I v 0,}3 V 9 11 1 F- S -2F-1 I I 1J L 0 i S -2F I\ I ►► 5-2 L_i 1., r <r 1? -3L. 1 T-1 E I S-3Lif iV IS -3L I T -01E I p-3LIJ T-4.1 L 11 n , r I� I I IIS -31, ; O !S-341 if 1 1 11 T `2E 1 S-314- ri) ,Ti • A cL_ 5/8 tiaNce WALL 7/ 7/./ 77,7 77,71 777 7 78v 7 NW/4W-nnssns ."444S fl� / fl snIlls `/f_!/Ifs Imflssssn \,, '�.,,,�'� '•,,,� '%. ITEM 30 •,* EIALIST HOOD 5/6 HOOD TRIM ITEM 52.1 FIRE SUPP%ESSICN SYSTEM ITEM 35 Seta LUAU. SHELF ITEM 35 SHELF ITEM 29 cutuEp"Th) LUAU FLAS1411•6 ITEM 522 P.O.S. PRINTER ITEM 35/48 SIS WAU_ SHELFPAPER HOLDER 7 ITEM 521 1 PAS. MONITOR 36 ITEM WALL SHELF ITEM 48 PAPER HOLDER ITEM 381 L 11111i111I11I1111 Imo•=•=• 6/5 U'1DER SHELF () it (' "n 1--, 3 � ; 1 I T I •1 I I r 1 1 „ L::-! 1 , = I I 1.........1 ITEM 22 WOW TOP FWEZER 7 J ITEM 23i CONTAINER ITEM 28 - 64 EQUIPMENT SND ITEM 6 EQU TED FILER STAND ITEM FRYE BATTERY 8 EQ IIFEENT H, 38 INK DORY STORAGE GADO SHELVING • S CALE 1/264-4r ITEM 04 DRY ORAGE L VYING r fIT VALMITWAVAVAVAVOISMILTATAIILYANAZNIFATAIMFAVALIILI I= s//5 tuoRE SHELYINCs ITEM 16 rS-CCMPA I ENT ITEM 162 1 -EAT SOAK TANG I I I 71 Ai w S/S CROSS BRACE ITEM 1R61 LEVE WASTE -ITEM II S/S WALL SHELF ITEM 64 vEG DICER u rEM ITiWALL SHELF -ITEM II S/S MAU. SHELF ITEM 81 HAAs SING - ITEMITEM12 u111-1 SINCE -ITEm 13 1 --2 IBASKET TEm DRAIN 5/5 INDER SHELF 0/6 IMLAYDRAUER InEm 121 LEYER WASTE I � L � J 518 CROSS BRACE n- J WASH S CALE 1/2w -f-0" ITEM 08 BULK CO2 TANK WA10 TER FILTER 1 ICE MACHINE El ITEM 15 ICE BIN • ITEM 503 5/S END CAPS S/S DECK 1 04 PRY STORAGE MELvING -1 1 061 AN TOR SITEM 063 S/S CAP AND TRIM DDS l RECEIVED CITY OF TUKWILA MAR 17 2016 PERMIT CENTER SCALE 1/4" -f -O" ® BA OX SCALE 1/2'm1'-0' 4 A J ORS .1£ BA OX S CALE TriNfark Rayg a l Foodservice Design, Equipment and Supplies 2801 iicGa* Avenue Irvine, CA 92614 T e I 949.474,1000 Fax 9 4 9 , 4 7 4 . 1 122 WWW,trimarkusa,com THIS PLAN AND THE DESIGNS HEREIN ARE THE SOLE PROPERTY OF TRIMARK RAYGAL AND MAY NOT BE REPRODUCED, CHANGED OR USED BY ANYONE, IN PART OR WHOLE, WITHOUT THE WRITTEN PERMISSION OF A TRIMARK RAYGAL COMPANY OFFICER. ANY DESIRED DEVIATIONS TO THIS PLAN MUST BE APPROVED IN WRITING BY TRIMARK RAYGAL BEFORE SUCH WORK IS DONE. IT IS THE RESPONSIBILITY OF ANYONE USING THIS PLAN TO READ AND BECOME FAMILIAR WITH ALL INFORMATION SHOWN HEREON INCLUDING ANY LIST OF NOTES. MEASUREMENTS ON THIS PLAN ARE FROM AVAILABLE INFORMATION. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FABRICATORS, CONTRACTORS, ETC. USING THIS PLAN ARE TO CONFIRM ALL INFORMATION ON THIS PLAN WITH THE JOB SITE. ALL INFORMATION ON THIS PLAN FOR THE GENERAL CONTRACTOR OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS TO PERFORM (PLUMBING, ELECTRICAL, CURBS, WALLS, BUILDING OPENINGS, ETC.) ARE FOR THE SOLE PURPOSE OF EQUIPMENT REQUIREMENTS; REFERENCE IS MADE TO THE OWNER OR ARCHITECTURAL PLANS FOR ENGINEERING OR LISTING OF ITEMS NOT SUPPLIED BY TRIMARK RAYGAL. TRIMARK RAYGAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ENGINEERING THEREOF. ALL BUILDING WORK THEREOF SHALL BE BY THE GENERAL CONTRACTOR INCLUDING ALL ROUGHING -IN AND FINAL CONNECTIONS AND ALL RUNS TO EQUIPMENT AND INCLUDING ALL FITTINGS OR ANY OTHER PARTS MATERIALS OR LABOR FOR SUCH WORK. IF ANY SUCH WORK IS IN TRIMARK RAYGAL CONTRACT, IT WILL SPECIFICALLY BE INDICATED ON THIS PLAN; IF IT IS NOT SPECIFICALLY INDICATED ON THIS PLAN, IT IS NOT A PART OF TRIMARK RAYGAL CONTRACT AND SHALL BE PROVIDED BY OTHERS. TRIMARK RAYGAL WILL ASSUME NO RESPONSIBILITY FOR WORK DONE BY THE GENERAL CONTRACTOR OR A SUBCONTRACTOR OF THE GENERAL CONTRACTOR OR ANY CHANGES MADE NECESSARY BY LOCAL CODES (INCLUDING: BUILDING, HEALTH DEPART. ORDINANCES, FIRE DEPART., ETC.) OR CHANGES BY THE OWNER, ARCHITECT OR ANY OTHER PERSON OUTSIDE OF TRIMARK RAYGAL WITH AUTHORITY TO THE DESIGN. THIS PLAN BECOMES VOID UPON SUCH CHANGES AND WORK CANNOT BE COMPLETED UNTIL THE APPROPRIATE CORRECTIONS ARE MADE BY TRIMARK RAYGAL. USING THIS PLAN IS ADMITTANCE THAT ALL INFORMATION ON THIS PLAN HAS BEEN EXAMINED AND COMPARED WITH OTHER PLANS (EXAMPLE: ARCHITECTURAL PLANS) AND ANY INCONSISTENCIES, ERRORS, AMBIGUITIES OR OMISSIONS HAVE BEEN REPORTED TO TRIMARK RAYGAL FOR WRITTEN CORRECTIONS BEFORE COMPLETING BIDS OR COMMENCING ANY WORK HEREUNDER. NO ADDITIONAL ALLOWANCE WILL BE MADE FOR SUCH WORK UNLESS IT IS AGREED BEFORE ACCEPTANCE OF BIDS. PLUMBING OR ELECTRICAL PARTS NOT SUPPLIED WITH THE EQUIPMENT AS A STANDARD ITEM SHALL BE PROVIDED BY THE PLUMBER OR ELECTRICIAN UNLESS SPECIFICALLY INDICATED ON THIS PLAN. 1,25,2016 © IEP COORD$4004 SET 111 A 0 0 0 0 A 0 A ana Ira t EVIE FOR CC )E COM PI -1ANCE 'PP,,, \f fi MAR 2 5 2016 co CO c w< z'S wQ J_ F D O� CO N < i .y n TI 3 LTT R� 9 DIigr si Stk S; a 4RCv1610N OC 0 DRAWN: TRIMARC RAYGAL CHECKED: TRIMARK RAYGAL SCALE: AS SHOWN JOB NUMBER: ss12a SHEET TITLE ELEVATION KEY 4 ELEVATION PLAN SHEET NUMBER 3 F551 4 OF SHEETS