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Permit D18-0347 - 18287 BUILDING / VACANT SPACE - NEW OFFICE SPACE AND ENTRANCE IN WAREHOUSE
VACANT SPACE 18287 SEGALE PARK B DR D18-0347 Parcel No: Address: 0 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 3523049119 18287 SEGALE PARK B DR Project Name: VACANT SPACE Permit Number: D18-0347 Issue Date: 4/4/2019 Permit Expires On: 1/5/2020 Owner: Name: LIT SSBP COMMON AREAS LLC Address: 1717 MCKINNEY AVE #19 , DALLAS, WA, 75202 Contact Person: Name: ASO JAFF Address: 2505 3RD AVE - SUITE 324 , SEATTLE, WA, 98121 Contractor: Name: KELLY -THOMAS INC Address: 26318 ENTWHISTLE RD E , BUCKLEY, WA, 98321 License No: KELLYTI148CR Lender: Name: Address: CLARION C/0 CBRE 20415 72ND AVENUE S #210 , KENT, WA, 98032 Phone: (206) 720-7001 Phone: (253) 735-3928 Expiration Date: 1/29/2020 DESCRIPTION OF WORK: ADDITION OF NEW 1,499 SQ FT SPECULATIVE OFFICE SPACE WITHIN EXSITING 18,041 SQ FT WAREHOUSE WITH NEW ACCESSIBLE ENTRANCE. The address listed is incorrect and is occupied by another business Project Valuation: $215,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VA Electrical Service Provided by: Fees Collected: $4,444.20 Occupancy per IBC: U Water District: Sewer District: 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 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 Permit Center Authorized Signature: Date: 7—/S-7.7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: � � L� Date:'' Print Name: T 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: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: AM 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 15: 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) 16: 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) 19: Maintain fire extinguisher coverage throughout. 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 24: 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 1013.1) f 1 25: 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 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 1013.6.1) 26: 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 1013.6.3) 27: 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 1008.3.5) 31: 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) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 28: 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). 33: 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) 32: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 38: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 39: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 40: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 41: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0603 ROOF/CEILING INSUL 4037 SI -CAST -IN-PLACE 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4028 SI-REINF STEEL -WELD 4004 SI -WELDING 4004 SI -WELDING 0406 SUSPENDED CEILING 0406 SUSPENDED CEILING 0601 WALL INSULATION City of Tukwila Department of Community Development �2v 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 18 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: DEVELOPMENT PERMIT 3523049119 18287 SEGALE PARK B DR Project Name: VACANT SPACE Permit Number: Issue Date: Permit Expires On: D18-0347 4/4/2019 10/1/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LIT SSBP COMMON AREAS LLC 1717 MCKINNEY AVE #19 , DALLAS, WA, 75202 ASO JAFF 2505 3RD AVE - SUITE 324 , SEATTLE, WA, 98121 KELLY -THOMAS INC 26318 ENTWHISTLE RD E , BUCKLEY, WA, 98321 KELLYTI148CR CLARION C/0 CBRE 20415 72ND AVENUE S #210 , KENT, WA, 98032 Phone: (206) 720-7001 Phone: (253) 735-3928 Expiration Date: DESCRIPTION OF WORK: ADDITION OF NEW 1,499 SQ FT SPECULATIVE OFFICE SPACE WITHIN EXSITING 18,041 SQ FT WAREHOUSE WITH NEW ACCESSIBLE ENTRANCE. Project Valuation: $215,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VA Electrical Service Provided by: Fees Collected: $4,372.10 Occupancy per IBC: U Water District: Sewer District: 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 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: Permit Center Authorized Signat Volumes: Cut: 0 Fill: 0 Number: 0 Date: if -1-1 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 ; ive a ority to violate or cancel the provisions of any other state or local laws re;ulating construction or e .erf. ance of work. I am authorized to sign and obtain this development per►P't :gre ,o the . di o s a ed to this permit. Signature: �%/J Print Name: 1c . -f 5 Date: WO 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: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 15: 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) 16: 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) 19: Maintain fire extinguisher coverage throughout. 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 24: 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 1013.1) 0601 WALL INSULATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov !tel Building Permit No. 1)10— 0.1-1 7 Project No. Date Application Accepted: (I `—I— I g Date Application Expires: 5-1-1q (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: 102-07 4-8 x Segale Park Drive, Tukwila, WA Tenant Name: TBD PROPERTY OWNER Name: Clarion c/o CBRE ( Patrice Jensen ) Address: 20415 72nd Avenue S, #210 City: Kent State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: Aso Jaff Address: 2505 Third Avenue, # 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: Email: Aso@craftarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 2505 Third Avenue, # 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: 870021-0120 Suite Number: Floor: New Tenant: m Yes ❑..No ARCHITECT OF RECORD Company Name: Nelson, formerly Craft Architects Architect Name: Katherine Craft Address: 2505 Third Avenue, # 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: Email: kathy@craftarchitects.com ENGINEER OF RECORD Name: Clarion c/o CBRE Address: 20415 72nd Avenue S, #210 Company Name: 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: Clarion c/o CBRE Address: 20415 72nd Avenue S, #210 City: Kent State: WA Zip: 98032 Page 1 of 4 BUILDING PERMIT INFORMATION 206-431-3670 Valuation of Project (contractor's bid price): $ 215,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Addition of new 1,499 sq ft speculative office space within existing 18,041 sq ft warehouse with new accessible entrance. Will there be new rack storage? m Yes El.. 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: VI Sprinklers Z 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\Forts-Applications On Line\20I 1 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 18,041 1,499 0 IIIB B, S1 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers Z 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\Forts-Applications On Line\20I 1 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO%GIATION — 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 0... Water District #125 ❑ ...Water Availability Provided Sewer District VI ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline El ...Valley View 0 .. Renton 0...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Traffic Impact Analysis 0 ...Bond 0 .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. 0 ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ 0 ...Water Main Extension Public 0 0 .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO # WO # WO # Private ❑ Private 0 ❑ .. Grease Interceptor 0 .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: ❑ ...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\Permit Application Revised - 8-9-11.docx 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 OW`NER,OR AUTHORIZED AGENT: Signature: I )� w " - 1,2 Y\/T Date: 11/02/2108 Print Name: -A117143fr. OAil k 4 v an -e- S /5YE Day Telephone: (206) 720-7001 Mailing Address: 2505 Third Ave. #324 Seattle WA 98121 CityState Zip H:\Applications\Forms-Applications On Line\2011 Applications \Penult Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT 1 QUANTITY PAID $19.06 D18-0347 Address: 18287 SEGALE PARK B DR Apn: 3523049119 $19.06 Credit Card Fee $0.56 Credit Card Fee R000.369.908.00.00 0.00 $0.56 DEVELOPMENT $18.50 WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R18880 B640.237.114 0.00 $18.50 $19.06 Date Paid: Monday, October 21, 2019 Paid By: ROBERT S FANARJIAN Pay Method: CREDIT CARD 135871 Printed: Monday, October 21, 2019 3:57 PM 1 of 1 SYSTEMS Cash Register Receipt Receipt Number City of Tukwila 818103 DESCRIPTIONS 1 PermitTRAK ACCOUNT I QUANTITY PAID $72.10 D18-0347 Address: 18287 SEGALE PARK B DR Apn: 3523049119 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R18103 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Friday, July 12, 2019 Paid By: KELLY -THOMAS INC Pay Method: CREDIT CARD 002251 Printed: Friday, July 12, 2019 10:29 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,672.32 D18-0347 Address: 18287 SEGALE PARK B DR Apn: 3523049119 $2,672.32 DEVELOPMENT $2,545.38 PERMIT FEE R000.322.100.00.00 0.00 $2,538.88 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $126.94 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17333 R000.322.900.04.00 0.00 $126.94 $2,672.32 Date Paid: Thursday, April 04, 2019 Paid By: FREDERICK THOMAS Pay Method: CHECK 3812 Printed: Thursday, April 04, 2019 11:54 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila Receipt Number R15748 DESCRIPTIONS ( PermitTRAK ACCOUNT QUANTITY PAID $1,699.78 D18-0347 Address: 18287 SEGALE PARK B DR Apn: 3523049119 $1,699.78 Credit Card Fee $49.51 Credit Card Fee R000.369.908.00.00 0.00 $49.51 DEVELOPMENT $1,650.27 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15748 R000.345.830.00.00 0.00 $1,650.27 $1,699.78 Date Paid: Thursday, November 01, 2018 Paid By: NICOLE JONES Pay Method: CREDIT CARD 005115 Printed: Thursday, November 01, 2018 3:11 PM 1 of 1 SYSTEMS fl o CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/21/2019 03:57:00 PM CREDIT CARD SALE VISA CARD NUMBER: **********8379 K TRAN AMOUNT: $19.06 APPROVAL CD: 135871 RECORD #: 000 CLERK ID: Shana INVOICE #: D18-0347 X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/21/2019 03:57:00 PM CREDIT CARD SALE VISA CARD NUMBER: **********8379 K TRAN AMOUNT: $19.06 APPROVAL CD: 135871 RECORD #: 000 CLERK ID: Shana INVOICE #: D18-0347 Thank you! Customer Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/12/2019 10:28:42 AM CREDIT CARD SALE VISA CARD NUMBER: **********9356 K TRAN AMOUNT: $72.10 APPROVAL CD: 002251 RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/01/2018 03:10:36 PM CREDIT CARD SALE VISA CARD NUMBER: **********1314 K TRAN AMOUNT: $1,699.78 APPROVAL CD: 005115 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTra... 11 /1 /2018 INSPECTION NO. INSPECTION RECORD Retain a copy with permit All 0-3 47 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Pr 'e VOCE►,# S T of Inspec 'oil: e 3u;LJ� FINALAddress: 1 18Zg7S ezt_R~.k— Data.lnilksi+-' 040 i1*t Special instructio 3 ..DI' i� Date Wante �i . — m. 20 p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: - 6tt 0, — )4/1/4f/si Inspector: Date: r' (0 4t 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 PIF -0347 Project: &4vr SPgeE Approved Type of Inspection: BaLDIN& FSI Wil— Address: /V-87 5fiVir MIR Date Called: Special Instructions: � /'/ 1 bate Wanted: / a.m. Requester: 1—/2 ' ,BUSG i549-1— 549-L Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ae41 )// „tiee 2-ec7RiC - Mem p6/4o416 - 147 AO& Inspector: Date: //-1-1? ///? 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 Project:.%a V ����c,cc Ty f InsRection: 4 id AnntC_ AdNo _ 7 k'r Date Called: t Specialinstructio . Date Wanted: �i %r�/?/rat a.m. p.m. Requester: Phone No: EJApproved per applicable codes. Corrections re • COMMENTS: 24)(4/1-. AAA& approval. StAaj eci+ -to E-movricy 9/4 Z;64tFtit InspectorsdSc p Date: // 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 YIcb' MIT N0. ©T NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:VAC15-1\11—r(�Type �i ..# of Inspection:p �, lam,- alt. i8237S� P Date Called: Special instructiont: Date Wanted: (© Z/2/ a.m. p.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: firt((�Tt_ 1� 7J L �&f WW Lt+o J 5 6 At4A sir ko . Inspector. 6i\ Date: o/Z21( REINSPECTION FEE REQUIRED. Prior to next inspection. fee melst 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 BIvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 1 -C,Mir Type of Inspection: Address: /8A87 5 Pthfi' Date Called: "--__ Special Instructions: 3 ;1 i 7i0/OM& �` ' ,� e/ 1 . G Date Wanted: 10 -/s-i? a.m. p.m. Requester: \ Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /1-eC,4 CA' / 4-scrhkDvc Inspector: Date: A)...".6.../7 d/8- '7 n 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 1F -03q7 Project: ✓ACtwor Type of Inspection: l r_zsnry-vte_ S 2-rAh Address: /K267 zdtifix PARK Date Called: Special Instructions: F DR,Date Si 1. RIZINFO 1y& 57EIVL Wanted: n / ci-2.e-19 a.m. p.m. Requester: ik- A -M- Prlinn. -- -1*-91.. (r_c,ylLvv)k Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /ovo,,,_c,f „ <Lath ilfr)70 ik- A -M- Prlinn. -- -1*-91.. (r_c,ylLvv)k Pte.- 0 ( cr'�Csi'-ee,-, �� ck OK-- 10Ce- 1- 171, s, cif ►-fie_. 100 :ID 4 ✓'t)e ky Kottertp IS Na / ,n 5 :� �. i�F �GYt r r v�i'� �r �� � ��i c0 InspectInspectoTd2p e Date: I 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 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 Dt8=0397 Project: Type of Inspection: Address: /82 e7 X Date Called: Special Instructions: � J31. z9ze�J /D"1/h1-/1,y e '-1- oir r't' Date Wanted: r �/ a.m. 9-2S-/ 9 p.m. Requester: Rick (co,4srzc copiT Phone No: ..5-3-32.1,0-0) 48 ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: 7-2 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 D143=03417 Project:�r ��r �►r�'-t-- 1P Type of Inspection: 51) 0©1,3e -RE ' - 2_ Address: 1$27'e.GPI.LI PPM< Date Called: pit �I✓x(f o i7IV6 CHi z>,' f/ A;D E Special Instructions: ,z pph/ A—'LS f 1' 5— Date Wanted: 4? -71/-1(1 a,m. p.m. Requester: > P/ If40 pa #C-441-/ t- icNwc a✓»a490z)A Phone No: 3 —32 CD119 Ariiivroved per applicable codes. Corrections required prior to approval. COMMENTS: moe.do tRilN,itor Ain- 1P %VD /)t77'tit/.UD* /0A1 ' - 2_ pawl- 5/5/• / R.645/0A/ 7c9ztpwl �I✓x(f o i7IV6 CHi z>,' f/ A;D E ,z pph/ A—'LS f 1' 5— ,8 7. /lrvD 0v1/ A/41 S% > P/ If40 pa #C-441-/ t- icNwc a✓»a490z)A Inspector: 3?'c 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 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: VACtifirSpAar Type of Inspection: S►1, Ccs _' WM frtissilsi&- ('6A0r ? 7307 `0° l 'x2.1-4,* Tress: Address: 87 ze TC S ate RCalled:i i-m—s c%.44.:-, TWiNG- rRp m, 6vcgR Ii ,gar-rNG- y - Special Instructions: Date Wanted: 5-1 9 a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 's4' uidtelWAI i 7ti Tr L. 41 frtissilsi&- ('6A0r ? 7307 `0° l 'x2.1-4,* ,vcg® GivrirR Rrv'1S sA.) Pfesa0 7 Boum+ CrrY t,'Rwc 1 i >r Plferrvr/" S', %, Art --.4,0 i R, A-FPI1✓M-t--i i' -/ i-m—s c%.44.:-, TWiNG- rRp m, 6vcgR Ii ,gar-rNG- y - Inspector: Date: n REINSPECTION F E 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 Pro'ec Type of Insction:t. Address: 4rtt Date Called: Special Instructi / V •10© p �A A mt DateWanteejd: Q -ay-�15 a.m. p.m. Req • _„ Phone N • ,.3'001q,7 EjApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: s.r revIele&4 Nic,o-ocrad co-pi/plys ci? p(ete.-141- re.v 5/1, cipeo-v..5 pkept S hit c) 1 CCS/ L Ceti Il REINSPECTION FEE t4EaUIRED. Prior to ext inspection, paid at 6500 Southcenter Blv 100. Call to schedule must be inspect' n. r 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 DIT -031171 Pro'ec C J Type of Inspection: S • ri• s (.i�i�) ,� r Address: /x'28 7 S aZe- Pi4rk_.8 Date Called: Special Instruc s: Date Want - Z©�c .ii. RequeyceGri Lh Phone No:._ 3- 324 -or At5 App r ed per applicable co CO - ENTS: rections required prior to approval. 4 /ret •/-e rieL ce_ Cjiee..feel tizsiferh 45f /1150(74 ifr6,Tedi, 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 D18-03417 Projsct: VQCs r� cpc"C-C Typef ection: rLs Address: 18z 87 Se. _Le.Pewle.+Zr. inleispMeel: Ca) t r v - S.X. Cencrek. `rKcifQn pecialInstructis:te aanted: 7-9-11 a.m. p.m. Requester: Phone No: S. T .i�& v FDccg ei. - v11Lll Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7 Cc.4S i - SCC S.T. in! f S.X. Cencrek. `rKcifQn S.I. .pox y/ET ewe_ - -,. S. T .i�& v FDccg ei. - v11Lll . S. M. - Weld ng -- oTAppLe it_ h(SCuSSeeP 4-v P ('m (IC Ir° Inspector: Date: rr W t2 1'to C Lstl 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 03'7 Project: Type of Inspection: Address: 61:64‘45 ?A Date Called: ft, l� Speci I nstructions: Date Wanted: '1.9 -`) a.m. p.m. Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: God eeele Inspector: Date: REINSPECTION FE 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 b60 c2347 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,,: /I V,4 Type of Inspection: 4✓�P,240)A'i/i Ge -U-04 Address: 1 SZ61 &--4i4-(k ?iu Date Called: 3 ©,2 Special Instructions: Date Wanted: 3-19 a.m. p.m. Requester: 5 Phone No: 7-53 // // 6447 5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sus 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 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 a3g7 Pro �'.I jitivf enNCC ,-)r Tipe of Inspe VI- cep el,. LASssette_?4-4( Address: Date C fled: Special Instru ns: Date` Wanted: a.m. g a.m. Co' F/1/- 2,6/, p.m. /! Requester: Phone No: Approved per applicable codes. gjCorrections required prior to approval. rf-rs%.v 7.) 1-1-/)/57‘, 6t� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /ems - INSPECTION RECORD Retain a copy with permit D� 03LE-) 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:Type dike-,; of Inspecti n: L. A V Gti-ilsi,k. Address: ii j12' 6oP46/%- ��✓L�Gv Date Called: _P 0,a_ Specia nstructions: Dat anted:. fes' Ll p.m. Requester: Phone No: /- ElEl Approved per applicable codes. orrections required prior to approval. COMMENTS: ifn \\\I -`j <eis\A;0.7' Inspector: Date: rip I ! REINSPECTION FE EQUIRED. Prior to next inspection. fee must be paid at 6300 South enter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Wb3117 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prgje t:/ VA -c441,04- qi) T e Ty'peof Inspection: .J L- /.f0C 4'ti*'Io,) Address: 'Sig 7.S cde, P Date Called: Special Instructio : Date W/nted: Requester: Phone No: i.._J Approved per applicable codes. El Corrections required prior to approval. COMMENTS: rc. scL d/ Rooeh_f_firtg_ Z s < C r`9Ak-� Inspector: Date:‘,.. tat 7 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 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 _iS ct41 PERMIT NO. Project: ` / v A r04, 434- 145, Type of Inspection: -F-06.44,,,, Address: I'lZe1 E4/k 1 MMLA Date Called: D2. Special Instructions: Date Wanted: a.m. Requester: Phone No: pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: ZO t7 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ENw STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE SEATTLE SOUTH BUSINESS PARK - BUILDING 2 Tukwila, Washington STRUCTURAL CALCULATIONS FOR BUILDING IMPROVEMENT EREVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2019 City of Tukwila BUILDING DIVISION REVISIONNO �•_� 2015 International Building Code June 28, 2019 ENW #77071021 We get buildings built. bI6O37 • RECEIVED CITY OF TUKWILA JUL 03 2019 PERMIT CENTER 9725 Third Ave NE, Suite 207'• Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com • IE I1 \' ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEAT'T'LE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJE:CT#t 7797/o21 PRo.n- i .> /a77LC .5d1117'/ ifvq!Azjo SUBJECT 1364/1 /r //Wtlj Coit '. J% f,' " ^ 7/)J /2 +l 20! 166 DATE G- •- - �l SHEET BY OF • /7c -SJ(,&, Sr/5nlc • S� .. I.5 27 sty ! 7 Sia, 0-7 s t 51 =0;31- . 5r -1i it 717 5/Is I(1,27 /71;5//1u.l LJf U 1'1 'Al c Pdl(AfG )3. 5014pft l +lll • ,t"2176. •I iat?NLf1j'ri?C r" F7 /A/4 /)C -x 4.//4 /N/j/ -5711014 tilfAk 5L41',/tp 7 Mt./ {U / f (Pi fT. I/2 Gtr C fa /-1 f 4- .5 ryslx 6/27/2019 ( ,egate Park Drive B, Tukwila, WA 98188, USA Latitude, Longitude: 47.4377542, -122.25808419999998 4.1 Wesi-tofk, R i -f c;i a th Date Design Code Reference Document Risk Category Site Class Type Value Description SS 1.427 MCER ground motion. (for 0.2 second period) Sf 0.532 MCER ground motion. (for 1.0s period) SMS 1.427 Site -modified spectral acceleration value Intl 0.799 Site -modified spectral acceleration value SOS 0.951 Numeric seismic design value at 0.2 second SA Sot 0.532 Numeric seismic design value at 1.0 second SA U.S. Seismic Design Maps Par ?� di ago,-. insulat inn �• r USA J? Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.586 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.586 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.427 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.501 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.086 Factored deterministic acceleration value. (0.2 second) S1 RT 0.532 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.57 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S10 . 0.986 Factored deterministic acceleration value. (1.0 second) PGAd 1 107 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.951 Mapped value of the risk coefficient at short periods CR1 0.933 Mapped value of the risk coefficient at a period of 1 s ,. t 6/27/2019. 2:46:24 PM ASCE7-10 II D - Stiff Soil OSHPD Meta? Map data :')2019 https://seismicmaps.org 1/2 6/27/2019 U.S. Seismic Design Maps to rn 1.5 1.0 0.5 0.0 +.00 0.75 0 50 0.25 0.00 0 MCER Response Spectrum 2 4 Period. T (.ser) Sa(g) Design Response Spectrum 2 4 Period; T (sec) Sa(g) G DISCLAIMER While the information presented an this website is believed to be correct, SEAQC 'OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not he 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. SEAOC / OSHPD do 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 seismic data provided by this website. Users of the informat on from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for buiding code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. https://seismicmaps.org 2/2 ENGINEERS-NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET OF Rev. 6/25/04 * """ Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * " * * JOB #i 77071021.000 1 JOB NAME :-$Seattle South Business Park FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION:i Input cells =1 1 HSS TOP= 14..83 ft. WALL ROOF ( Wall support ht. ) HSS. STRONGBACK OPENING Conn. must occur between lst. conn. above top of door & floor (60" o/c max.) hzft- - hft- K Win = i< W ft_ > W3 ii ),I 8.00 i 3.00 10.00 . wind load ='.60 psf seismic load =) 18.30 psf Trial Sq. HSS size=�4X4X1l4 1 lateral design load =18.30 psf PROVIDED= 7.8 in.4 T = C = 1208 # (conn.just above door) IREQ'D.= 7.19 in.4 033 1 2.50 2.00 hft=[ Duration factor =j 1.33 strength loading S PROVIDED= 3.9 in.3 SRED.D.= 1.84 in.3 ACTUAL DEFLECTION = 1.11 in. ALLOWABLE DEFL (12H/150) = 1.20 in. T=C= MEXIST= MTUSE = 1757 6176 6176 # (top connection) (IN WALL HEIGHT "H" ) #-ft T MAX. = 1757 # 0 WALL CONNS. r V MAX. = 1647 # @ TS BASE CONN. WALL WITH HSS 4X4X1/4 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 4X4X1/4 weighs 12.21 plf Strongback 6/27/2019 Pagel STRBACK.xlsx ENWENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS 9725 THIRD AvE NE; SUITE 207, SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # PROJECT DATE StVHJEcT SHEET OF BY Y'57/N/7 Putt( PAIL c= "157 /A A A41 (Jfl€,//AM - g { lo' t/%- Alit-/ A* vCi Ai /) /fir 1' ' K(.,1 P7. L✓r't! Al T.' /'_L) 714: 212' /st (1!f rt)) = /.5-5 /'s,` /, rw : /2- 6 fi5 /11.ID) ENGINEERS-NORTHWEST.INC. P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA.98115 Property of Engineers Northwest, Inc., P.S.- Use by others unlawful " "' ASCE 7-10 Seismic Loads per ASCE 7-10- Chapter 12 & 13.3 & 13.4 (Structural & Nonstructural Out -of -Plane Forces) Input Cells = Project Number: 77071021 Project Name: Seattle South Businees Park Location: 0 Design By: 0 1 ASCE 7-10 Sect. 12.11.1 Structural Walls Out -of -Plane Forces (all forces are strength design) Input Wall weight, Ww = Lt = Top of wall support (parapet) = Elev. of top of wall lateral support (max.) = Elev. of top of wall lateral support (min.) = SDS = Ie = ka = Seismic Design Category (SDC) = at high roof at low roof { { Fp = Fp = M= M= M= M= 69 200 30 30 30 0.951 1 2 D psf ft ft ft (roof high point- minimum parapet) ft (roof low point- maximum parapet) Output 0.38 ' Ww (Strength design force) 26.2 psf (Strength design force) 2947.5' ft-Ib/ft Simple span (ignoring parapet) 2947.5 ft-Ib/ft Reduced for cantilevered parapet 2947.5 ft-Ib/ft Simple span (ignoring parapet) 2947.5 ft-Ib/ft Reduced for cantilevered parapet ASCE 7-10 Sect. 12.11.2.1 Structural Walls Anchorage Forces (all forces are strength design) 0.761 * Ww (Strength design force) 1035 plf Max @ point of anchorage Fp = Tributary weight = F, = 787.6 plf (Strength design force) @ point of anchorage ASCE 7-10 Sect. 13.3.1 Seismic Demands on Nonstructural Components (alt forces are strength design) ap/Rp = Component weight, Wp = z= h = 23 Ip = 1 Sos = 0.951 In•ut (see Architectural Components worksheet for coefficients) psf ft Output Fp = 0.19 * Wp (Strength design force) Fp max = 1.522 " Wp (Strength design force) Fpmin = 0.285 Wp (Strength design force) Fp_ „ = 0.285 ` Wp (Strength design force) Fp_use = 22.23 psf (Strength design force) Wall Anchorage - NOTE:- 1.) Anchors in concrete shall be designed in accordance with Appendix D of ACI 318 (Nonstructural walls) 2.) Anchors in masonry shall be designed in accordance with ACI 530. Anchors shall be designed to be governed by the tensile or shear strength of a ductile shear element. EXCEPTION: Anchors shall be designed for a minimum design strength equal to 2.5 times the factored forces transmitted by the component. 3.) Post -installed anchors in concrete shalt be prequalified for seismic applications in accordance with ACI 355.2 or other approved qualification procedures. Post -installed anchors in masonry shall be prequalified for seismic applications in accordance with approved qualification procedures. SHEET OF ASCE7-10 Seismic Loads.xlsx Walls ENGINEERS-NORTHWEST,INC.P.S SHEET OF 9725 THIRD AVE. N E (SUITE 207) SEATTLE, WA. 98115 * * * ' ' Property of Engineers Northwest, Inc., P.S.- Use by others unlawful " ASCE 7-10 Wind Loads per ASCE 7-10- Chapter 30 - Components & Cladding - h <_ 60'-0" Input Cells = Project Number: 77071021 Project Name: Seattle South Businees Park Location: Design By: Program Limitations: 1. Building must be a low-rise building or 2. Building mean roof height does not exceed 60 feet. 3. Building is enclosed or partially enclosed. BUILDING AND SITE INFORMATION INPUT Building width, B = 200 ft Building length, L = 1266 ft Building eave height, he = 30 ft Building ridge height, hr = 30 ft Height of parapet, hp = 30 ft Roof slope, s =0.25 in /ft = 1.19 degrees Is roof a gable or hip = Risk Category = Wind velocity, V = 110 mi/hr = 85 mi/hr (ASD) Exposure = Topographic factor, Ka = Wind directionality factor, Kd = Bldg internal pressure condition = Wall Effective Wind Area, EWA = ^" Roof Effective Wind Area, EWA = ""^ "` OUTPUT Mean roof height, h = 30 ft a= 12 ft Internal Pressure Coeff's, GCp; = 0.18 -0.18 Pressure exposure coeff, Kh = 0.7 Velocity pressure, qh = 18.43 psf COMPONENTS AND CLADDING (C&C) p = gh[(GCp) - (GCp)J (lb/02) Wind Pressures for Walls with h <_ 60' `Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction norma! to the surface. Wind Pressures Actinq Toward Surface Bldg Surface 4 & 5 = 17.1 psf (LRFD) = 10.3 psf (ASD) Wind Pressures Acting Away From Surface Bldg Surface 4 = -18.8 psf (LRFD) = -11.3 psf (ASD) Bldg Surface 5 = -21 psf (LRFD) = -12.6 psf (ASD) ASCE7-10 Wind Loads Low Rise.xlsz 0&c ENGINEERS-NORTHWEST.INC.P.S 9725 THIR0 AVE. N.E (SUITE 207) SEATTLE, WA. 98115 Wind Pressures for Roofs (gable roofs, & hip roofs) with h <_ 60' *Note. Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Roof Surface 1, 2 & 3 = 7 psf (LRFD) = 4.2 psf (ASD) Wind Pressures Acting Awav From Surface Roof Surface 1 = -19.9 Roof Surface 2 = -23.6 Roof Surface 3 = -23.6 psf (LRFD) psf (LRFD) psf (LRFD) Wind Pressures Acting Awav From Surface (Overhang) Roof Surface 1 = -25.5 psf (LRFD) Roof Surface 2 = -25.5 psf (LRFD) Roof Surface 3 = -14.7 psf (LRFD) a 0', 0 a --tai— _ -11.9 psf (ASD) = -14.2 psf (ASD) _ -14.2 psf (ASD) = -15.3 psf (ASO) _ -15.3 psf (ASD) = -8.8 psf (ASD) 5. Ira parapet equal to or higher than 3 ft (0.9m) is provided around the perimeter of the roof with 9 S 7" the negative values of Ca; in Zone 3 shall be equal 10 those tnr Zone 2 and positive values of tiC , in Zones 2 and 3 shall be set equal to those for wail Zones 4 and 5 respectively in Figure 30.4-1. Wind Pressures for Parapets (gable roofs, & hip roofs) with h <_ 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface pp= gp[(GCP) - (GOO] (Ib/ft2) Velocity pressure, qa = 18.43 psf Parapet Load Case A Wind load @ corner, pp = 35.5 psf (LRFD) = 21.3 psf (ASD) Wind load not @ comer, pp = 34.7 psf (LRFD) = 20.8 psf (ASD) Parapet Load Case 13 Wind load @ corner, pp = 31.4 psf (LRFD) = 18.8 psf (ASD) Wind load not @ corner, pp = 29.2 psf (LRFD) = 17.5 psf (ASD) Windward parapet Leeward parapet Load Cage A Load Case 13 SOa1 ✓osln WalPres tonene> —M —► —� —i —► is Neyeuve Wel --�Preaau,e �yeZa�e : C a y —4 Top of parapet 0g 199.1 Promum --i -.Hitt tit 0j3991 —'-"�- Nepat,ve IM -Il - P:ew laxe&1e i — i —� --�' hr h 1 SHEET OF ASCE7.10 Wind Loads Low Rise.xlsx C&C JI1 \ W ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 PROJECT # PROJFCT DATE SUBJECT SHEET OF BY Moil 5-ipi f f 7/7/x.! A16 kv41 t e y - v ern 5,/L /t L Ta/hi ��% //C.S/!r`/ 1Z q J 0 " / Y)47/A//A/4 /l" 1/! Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Cantilevered Retaining Wall Lit, td : KW -06006898 DESCRIPTION: Concrete Ramp and Stair Criteria Retained Height = 4.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00 :1 Height of Soil over Toe = 12.00 in 0.0 ft Water height over heel = Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure, NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. 1 Design Summary Wall Stability Ratios Overturning Sliding = 1.89 OK = 2.33 OK Total Bearing Load = 1288 lbs ...resultant ecc. = 6.86 in Soil Pressure @ Toe = 1265 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,518 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 1.1 psi OK Footing Shear @ Heel = 5.3 psi OK Allowable = 82.2 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 530.2 lbs less 100% Passive Force = 718.6 lbs less 100% Friction Force = 518.0 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 :1 Stability = 0.0 lbs OK Load Factors Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 File = Q',1XD5HN--Xt/i0710001707JF8-MtRetatntng Wali ec6 . Software ccpynght ENERCALC, INC 1983-2019, Budd 1019130 Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 psflft Toe Active Pressure = 30.0 psi/ft Passive Pressure = 389.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf Friction Coeff btwn Ftg & Soil = 0.400 Soil height to ignore for passive pressure = 12.00 in [Stem Construction J _ Top Stem Stem OK Design Height Above Ftg ft = 0.00 Wall Material Above "Ht" = Concrete Thickness in = 6.00 Rebar Size = # 5 Rebar Spacing in = 32.00 Rebar Placed at = Edge Design Data fb/FB + fa/Fa = Total Force @ Section lbs = Moment....Actual ft -1= Moment.....Allowable ft -I = Shear Actual psi = ShearAllowable psi = Wall Weight psf = Rebar Depth 'd' in = Lap splice if above in = Lap splice if below in = Hook embed into footing in = Concrete Data fc Fy Calculations per ACI 318.11, ACI 530.11, IBC 2012, CBC 2013, ASCE 7-10 0.357 552.0 760.0 2,130.8 11.0 82.2 75.0 4.19 21.36 9.59 9.59 psi = 3,000.0 psi = Title Block Line 1 You can change this area using the 'Settings" menu item and then using the "Printing & Title Block' selection. Title Block Line 6 Cantilevered Retaining Wail Uc. 0: KW -06006898 DESCRIPTION: Concrete Ramp and Stair Footing Dimensions & Strengths j Toe Width = 1.00 ft Heel Width = 1.50 Total Footing Width = 2.50 Footing Thickness = 14.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 2.00 ft fc = 3,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm.= 3.00 in Footing Design Results Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Other Acceptable Sizes Toe: Not req'd, Mu Heel: Not req'd, Mu Key: Not req'd, Mu ,Summary of Overturning & Resisting Forces & Moments Item Heel Active Pressure Surcharge over Heel Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil Toe 1,518 635 171 = 464 = 1.08 = 82.16 = #7@16.00in _ #6@16.00in = None Spec'd & Spacings <S*Fr <S*Fr <S*Fr Fila= 011XD5HN-X1770710001707JFB-M8Retanine wall ecE Software copynght ENERCALC, INC 1983-2019, Build 1019130 r Heel 0 psf 0 ft -Ib 369 ft -Ib 369 ft -Ib 5.35 psi 82.16 psi Force lbs OVERTURNING Distance Moment ft ft -Ib = 600.6 1.72 -70.4 0.72 Total = ResistinglOverturning Ratio Vertical Loads used for Soil Pressure = 1,034.4 Soil Over Heel Sloped Soil Over Heel -50.9 Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions 530.2 O.T.M. = 983.6 = 1.89 1,287.5 lbs Footing Weight Key Weight = Vert. Component RESISTING Force Distance Moment lbs ft ft -Ib 440.0 2.00 880.0 110.0 300.0 437.5 0.50 1.25 1.25 2.50 55.0 375.0 546.9 Total = 1,287.5 lbs R.M. = 1,856.9 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Dimensional BUILD NG CONSULTANTS, LLC December 4, 2019 626 120th Ave NE suite 8101 Bellevue WA 98005 o: 425 455 2046 / f: 425 455 2069 dimensionalbc.com City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Attention: Plans Examiner RE. South Center View Condominiums Building D Re -roof Permit # 18-0349 Close Out DlB-031/ To Whom It May Concern: I refer to the above mentioned property located at 15210 Macadam Rd S, Building D, Tukwila, Washington. I am the designer of record and have provided permit drawings to the Department of Permitting and Department of Design Review. The project was therefore granted a building permit # D18-0349. Our firm has also provided third -party inspections of The Work. Where noted during the inspections, items not compliant with the design documents were brought up to the attention of the licensed repair Contractor who was responsible to make timely corrections. It is my professional opinion that the Owner -approved scope of work has been completed in general compliance with the approved permit set of documents. Yours sincerely, Erika Pfeiffer, P.E. erika@dimensionalbc.com principal Dimensional Building Consultants, LLC vision • knowledge • solutions EXPIRES 03 MAR 2019 vision 0 knowledge o solutions 4/1/2019 d City of Tukwila Department of Community Development ASO JAFF 2505 3RD AVE - SUITE 324 SEATTLE, WA 98121 RE: Permit Application No. DI8-0347 VACANT SPACE 18287 SEGALE PARK DRIVE Dear ASO JAFF, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 11/1/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 5/1/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Kandace Nichols Permit Technician File No: D18-0347 4-01 `> 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Ci)ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0347 PROJECT NAME: VACANT SPACE SITE ADDRESS: 18287 SEGALE PARK B DR Original Plan Submittal Response to Correction Letter # DATE: 07/03/19 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division II Public Works Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: YI'S' i 5t II Planning Divi ion II Permit Coordinator DATE: 07/04/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 08/01/19 n Notation: P()(QCQ.�j' l ,d•AGC- (-15%1.5 / 0/0 - V S ' 0 l� �9 4— cqSecotmq.vik. REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED• Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0347 DATE: 11/01/18 PROJECT NAME: VACANT SPACE SITE ADDRESS: 18287 SEGALE PARK DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �J PM/ 1.01V Building Division PItNI 0. cnll`6 �cM PNG �1 I� Fire Prevention Public Works Structural Planning Division Permit Coordinator IF PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/06/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections Ien�tt�ered inReviews) �/J� (ie: Zoning Issues) Notation: I%�((' %4 Ok el "/ DUE DATE: 12/04/18 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: Vat-Ktricm, a ' SITE ADDRESS: t �'j 7- ,,&egg (Q a,i $ Jc. PERMIT NO -O347 ORIGINAL ISSUE DATE: 1-1--14 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT ALS I 7-3-(q [4( a 1a--11 Summary of Revision: "R-t.vs-t otCCt'Ssib� �J W i �yvew 11111412°c� -e- COhc-r�r4c -r stiffs_ av 44_ — r rn w qing. tfeto en(ar Received by:..t ' R p, 7 L:,,, 1 e.. -4,..-1-1v41 d o clt- r vd { W d REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/03/2019 Plan Check/Permit Number: D18-0347 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Vc4 Space . — Project Address: L 9)67---1?)7 S.PCI�vte park' `�. "DK Contact Person: Jessica Bradley Phone Number: 206-408-8635 Summary of Revision: Revision Permit: Revised accessible route to suite with ramp and new concrete entry stairs. Adding a new Drive-in Ramp and enlarging width of existing dock doors. RECFIVED CITY OF TUKWILA JUL 03 2019 PERMIT CENTER Sheet Number(s): T1.1, A0.1, A3.1, A3.2 "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: N—Entered in TRAKiT on W: Permit Center Templates Forms Revision Submittal Form.doc Revised: August 2015 ABBREVIATIONS SYMBOLS WINDOW SYMBOL PROJECT DIRECTORY APPROVED BY: Initials Date V 0 1 It ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE AB ANCHOR BOLT AC ACOUSTICAL A/C AIR CONDITIONING ACP ACOUSTICAL. CEIUNG PANEL ACT ACOUSTICAL TILE ADH ADHESIVE ADJ ADJACENT AF ACCESS FLOOR AFF AT/ABOVE FINISH FLOOR AEU AUTHORITY HAVING JURISDICTION AL ALUMINUM ALT ALTERNATE AP ACCESS PANEL APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BETW BETWEEN BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CB CBU CEM CER CFM CFI CG CHBD CI CJT CLF CLG Cal CLK CLO CLR CMU CNTR CO COL CONC CONSTR CONT CORR CPT CT CTR CY DBL DEPT DF DIA DIAL DIM DISP DN DR DTL DWR DS DW DWG E EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EC EQUIP EST EX EXIST EXT FA FBO FCIC FCN FD FON FE FEC FF RN FL FLG a 0 PI CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DRINKING FOUNTAIN(W/0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION HIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FTIO FURR FUT FUTURE- RIO GA GALV GB GC GL GLB GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT I-ITG HVAC I-fWH BC D EC FC G HM N NCL NSUL NT PC JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MEZZ MFR MR MIN MIR MISC MLD MRGWB MID MTL MULL N NIC NO/f NOM NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL PLANT PLYWD PNL PNT PR FLUOR FLUORESCENT FM FACTORY MUTUAL FOC FACE OF CONCRETE FOF FACE OF FINISH FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR F010 FURNISHED BY OWNER INSTALLED BY OWNER FOS FACE OF STUD FS FULL SIZE FT FEET FTG FOOTING FTIC FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATION/ AIR CONDITIONING HOT WATER HEATER NTERNATIONAL BUILDING CODE NSIDE DIAMETER/ DIMENSION NTERNATIONAL ELECTRIC CODE COUNCIL NTERNATIONAL FIRE CODE NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR NTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOWING MOISTURE RESISTANT GWB MOUNTED METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY UNE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PSF PSI PT PTD PTD/R PTN PTR PVMT QT R RA RAD R&S RB RCP RO RD/0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RW RWL S SC SCD SCHD SD SECT SF SHTG SIM SNK SLR SND SNR SPEC SO SST SSK ST STA STC STD SR STOR STRL SUSP SV SYM T TB T&B TG THK TIG TO TOC TOP TOS TOSL TOW TPD TPH TPTN TS N TYP UL UNF LION UR VAR VCT VERT VEST VIN VWC W W WCO WD WF WC WHSE WP WR WSCT WT XFMR Ye PAINT SYSIEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QUARRY TILE RISER RETURN AIR RADIUS ROD & SHELF RESILIENT BASE REFLECTED CEILING PLAN ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESILIENT ROOM ROUGH OPENING RESILIENT TILE RUBBER RAIN WATER RAIN WATER LEADER SOUTH SOUD CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SQUARE FEET SHEATHING SIMILAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STONE/STONE TILE STATION SOUND TRANSMISSION CI A'S STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TEMPERED GLASS THICK TEMPERED INSULATED GLAZING TOP OF TOP OF CONCRETE TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTITION TUBULAR STEEL TELEVISION TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WAREHOUSE WATER PROOF WATER RESISTANT WAINSCOT WEIGHT TRANSFORMER YARD 107E 4 1192 n COLUMN UNE/GRID LINE DOOR/RECITE NUMBER CORRESPONDS TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL OR ENLARGED PLAN DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITTLEEL ` ROOM IDENTIFICATION TIZ TITLE3 ROOM NAME ROOM ROOM NO. 78 71 FINISHED CEIUNG HEIGHT PROPERTY LINE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9'-0" DENOTES CHANGE IN ELEVATION 7'-0" FINISH SYMBOL THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPUANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THOR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR ARE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY NE BUILDING OFFICIAL 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT" SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPUCABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" 0.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEIUNGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. ASBESTOS AND HAZARDOUS WASTE EXCI USION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT NE ARCHITECT HAS NO PROFESSIONAL LIABIUTY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT WAITED TO, THE PREPARATION OF REPORTS. DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. PLUMBING FIXTURE REQ'S ARCHITECT/CONTACT: OWNER: GENERAL CONTRACTOR: NELSON WORLDWIDE FORMERLY CRAFT ARCHITECTS 1200 FIFTH AVE, SUITE 1300 SEATTLE, WA, 98101 LIT INDUSTRIAL WAITED PARTNERSHIP C/O JSH PROPERTIES, INC. KELLY-THOMAS INC. N VICINITY MAP (20 NTS TAX PARCEL # 870021-0120 LEGAL DESCRIPTION TUKWILA BSIP L17-0011. PLAT LOT: 12 CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IMC ZONING DISTRICT: EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: FLOOR AREA; FIRST FLOOR OFFICE (NEW) (B) WAREHOUSE (EXISTING) (S-1) TOTAL FLOOR AREA: OCCUPANCY WATER CLOSETS/URINALS LAVATORIES DF RATIO USE LOAD RATIO MALE FEMALE SINGLE OCCUPANCY RATIO MALE FEMALE SINGLE OCCUPANCY OFFICE (B) 15 1 PER 25 FIRST 50: THEN 1 PER 50 EXCEEDING 50 (7.5)-0.3 REQ • (7.5)-0.3 REQ OCCUPANT LOADS OF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM 1 PER 40 FIRST 80: THEN 1 PER 80 EXCEEDING 80 (7.5)-0.19 REQ (7.5)-0.19 REQ OCCUPANT LOADS OF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM 1 FOR ANY OCCUPANCY EXCEEDING 30 FOR THE FIRST 150 OCCUPANTS; 1 ADDITIONAL FOR EACH 500 OCCUPANTS WAREHOUSE (S) 33 1 PER 100 (16.5)-0.17(16.5) REQ 0.17 REQ 1 PER 100 (16.5)-0.17(16.5)-0.17 REQ REQ REQUIRED TOTALS ' u #• 3 0.47 0,47 - ' . 03 036 - 1 TOTAL PROVIDED "'` :� ;- - - 2 " { '. 1 -!. - 2 2 HI (HEAVY INDUSTRIAL) B (OFFICE)/S-1 (WAREHOUSE) III-13 FULLY SPRINKLERED 1,499 SQ FT 16,542 SQ FT 18,041 SQ FT REVISIONS a' Wore w......, . iikwtia e scope • .A 'Icw Dlar plan review. SEPARATE PERMIT REQUIRED FOR: al/Mechanical a Electrical We Plumbing Gas Piping City of Tukwila 'ILDING DIVISION CONTACT: PHONE: EMAIL: JESSICA BRADLEY (206) 408-8500 JESSICABRADLEYONELSONWW.COM CONTACT: CHUCK WDGMAN PHONE. EMAIL: CHUCKW@JSHPROPERTIES.COM 425-283-5477 r FILE COPY----1 Remit No. •r 3- O3rd -;an review aoordvai Is SUb eCt to er rs aria I . 'Issions ADorovar of Construction documents does '2+ author ze too .iitirion of any adopted Code dr Yti,nanCe Re:e.P; it: apc�o'eC Feb,a COPY and Dy arc conmucss 5 <;,S��a� ,edged. Onle 2. 'z' r6 ;.!,..,• ru0.wli nail: L...; UJ:vIS ON CONTACT: PHONE: EMAIL: FRED THOMAS (253) 735-3928 I NFOOKELLYTHOMASINC.COM SITE/BUILDING PLAN NTS N • •„nuwswu AREA OF WORK n :wow mu IInn IIuuIIIINQll1JIwital11, PROJECT DESCRIPTION TENANT ALTERATION CONSISTING OF: • ADDITION OF NEW SPECULATIVE OFFICE SPACE WITHIN XI TING WAR • NEW ACCESSIBLE ROUTE TO SUITE ENTRANCE A R OFS T • W D' -I R' P • NEW ENTRY STAIRS • ENLARGE WIDTH OF EXISTING DOCK DOOR We HOUSE INDEX OF DRAWINGS n T1.1 T1.2 A AO 1 A2.1 A1A2.2 A3 1 A3 2 A5.1 A6.1 A8.1 GENERAL INFORMATION & SITE PLAN ACCESSIBILITY GUIDELINES ARCHITECTURE SITE/EGRESS/WAREHOUSE PLAN FLOOR & POWER PLANS REFLECTED CEILING PLANS EXTERIOR ELEVATIONS & DETAILS ENLARGED PLAN & EXTERIOR DETAILS - NEW SHEET INTERIOR ELEVATIONS & DETAILS DOOR & FINISH SCHEDULE WALL TYPES / 1 \ S1 1 STRUCTURE GENERAL NOTES, FOUNDATION ,I ort oto • a 0 LI a R NCE D I JUL 09 2019 City of Tukwila PARKING REQUIREMENTSoIN�DIVISION 1,499 SQ FT OFFICE 0 2.5/1000 16,542 SQ FT WAREHOUSE 0 1/2000 TOTAL STALLS REQUIRED ACCESSIBLE STALLS REQUIRED TOTAL STALLS PROVIDED ACCESSIBLE STALLS PROVIDED 4 STALLS 9 STALLS 13 STALLS 1 STALLS RECEIVED CITY OF TGK WtLA JUL 03 2019 29 STALLS PERMIT CENTER 2 STALLS SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM, SPRINKLER AND RACKING WORK. CLARION PARTNERS NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com W 0 Cn W (V V J w Mc W 0 0 LL 0 w co CV Z 0 m CONSULTANT Submittals/Revisions: FOR PERMIT FOR REVIEW APERMIT REVISION LIGHTING REQUIREMENTS U 'f SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE UGHTING REQUIREMEN ATTACHED WSEC SPREADSHEET ENERGY REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE ENERGY REQUIREMENTS PER ATTACHED WSEC SPREADSHEET SHELL IS A SEMI -HEATED BUILDING AS DEFINED BY THE 2015 WASHINGTON STATE ENERGY CODE. WAREHOUSE SPACE TO BE HEATED BY GAS FIRED UNIT HEATERS WITH A MAXIMUM OUTPUT OF 8 BTUH/SF; COOLING IS NOT PROVIDED. OFFICE SPACE TO BE FULLY CONDITIONED. SLAB INSULATION IS EXCLUDED. 84)347 11/02/18 06/28/19 07/01/19 10 Sheet Title: GENERAL INFORMATION & SITE PLAN Date: Design: 06/28/19 Drawn: Project No: Approved: Building No: 18.0004310.001 AS Sheet No: T1.1 COPYRIGHT NELSON 2019 062819.10:34am 17-067_712 (ADA)4w9 302/303 FLOOR SURF/IFS & CRINGES N Inn ANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL) I andwithouttreatment A. Changesin level upto 1 tbe verbco edge / mayd9 B. Changes in level between 1/4 and 1/7 shall be beveled with a slope no greater than 1:2. ANSI/ICC A117.1 302.2 - CARPET .QClo1 A. Carpet provided on a floor surface shall be securely attached; have a firm pod or baking, or no pod; and have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Maximum pile thickness shall be 1/7. Exposed edges of carpet shall be fastened to floor surfaces and hove trim along the exposed edges. ANSI/ICC A117.1 302.3 - GRAI1NGS A. It gratings ore located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2" wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel, 305 CLEAR FLOOR SPACE ANSI/ICC A117.1 305.2 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 3fr wide x 48' long. Clear floor space shall be centered on the element it serves. 307 PROTRUDING OBJEC13 (REFERENCE DETAILS) ANSI/CC A117.1 307 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 27-80" above the finished floor shall protrude no more than 4' into walks, halls, condors, passageways, or aisles. Freestanding objects mounted on posts or pylons may overhang 17 maximum from 27-80' above the ground or finished floor. Protruding objects shall not reduce the clear width of on accessible route or maneuvering space. 308 & 309 REACH RANGES AND OPERABLE PAR1$ ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL) A. Unobstructed front approach - 48' max. to 15' min. All. Controls located in on alcove >24' deep must have 36 clear floor width. B. Unobstructed side approach - 48' max. to 15' min. A.F.F. Controls located in an alcove >t5' deep must have 60' clear floor width, C. Electrical & communication system receptacles shall be mounted no less than 15' above the floor. ANSI/ICC A117.1 309 - OPERABLE PARTS Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5.Olbs maximum. FULL LENGTH MIRROR MOP/BROOM STAINLESS HOLDER STEEL SHELF 403 ACCESSIBLE ROUTE - WALKING SURFACES SCUD HAT/COAT PLASTIC HOOK BENCH IBC 1104 - LOCATION A At least one accessible route within the site shall be provided from public transportation stops. accessible parking and accse*passenger loading zones, and public streets or sidewalks to the accessible building entrance served. ANSI/ICC A117,1 403.5 - CLEAR WIDTH A. The minimum clear width shall be 32' at a point for a max. length of 24' and 36' cantinuousy, per Table below. SEGMENT LENGTH MINIMUM SEGMEN1 WITH lass Um or St equal to: 24' greater thou: 24" 36. IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH A Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clear width shall be 44". ANSI/ICC A117.1 403.5.2 - PASSING SPACE A. If an accessible route is less than 60' in width, then passing spaces of at least 60'x60' shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is SW NVSI/ICC A117.1 307.2 IBC 1009.2 and 1010.52 A. Accessible routes shall have 80' min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 ANSI/CC NSIA117.1 404.2.1 - DOUBLE - LEAF DOORWAYS A Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI/ICC A117.1 404.2.2 - CLEAR WIDTH A. Doorways shag provide a clear opening of 37 minimum, with the door open 9(7. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24' in depth shall provide a clear opening of 36' minimum. ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A Front approach pull side - 60' min. width & 18' min. beside strike edge Front approach push side - 48' min width & d' beside strike edge (17 0 stria if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36' mit, beside strike edge or - 54' min. width; 47 min. beside strike edge Hinge side approach push side - 47 min. width & 22" ma, beside hinge edge (48'min. width if door hos both a doser and o latch) C. Latch side approach pull side - 48' min. width and 24' min. beside strike edge (54'min. width if door has a doser) Latch side approach push side - 47 min. width and 24' min. beside strike edge (48'min. width if door has a closer) ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS A Maximum threshold height: 1/2'. Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 404 DOORS continued ANSI/ICC A117.1 404.2.6 - DOOR HARDWARE r A Handles,pulls,latches,lacks,and otheroperating devices shall hove a shapethat is a 9 easy tograsp with one hand and does not require tight grasping, tight pinching,or twisting of the wrist to operate. 1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are acceptable designs. 2. When sliding doors ore fully open, operating hardware shall be exposed and usable from both sides. 3. Hardware required for accessible door passage shall be mounted between 34' and 48' above finished floor. ANSI/ICC 4117.1 404.2.7.1 - DOOR CLOSERS A. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. ANSI/ICC A117.1 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A The maximum force for pushing or pulling open doors shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 1. Other doors a. Exterior hinged, Siding or folding door: 10.0 lb. max. b. Interior hinged doors: 5.0 lb. max. c. Interior sliding or folding doors: 5.0 lb. max. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. 502/503 PARKING AND PASSENGER IOADING 70NFS continued GALVANIZED WANING BOLTS 505 HANDRAILS Bottom rail to provide edge protection Handrail to extend with Exception: Interior or exterior automata doors complying with Section 404.3 of ICC dope at bottom extension A117.1. 4 CU! iiY[!!rz 113�� S ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shall comply with 406 B. Moximum slopes of adjoining gutters, road surface immediately adjacent to the curb romp, or accessible route shall not 'exceed 1:20. ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) A The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI/ICC AI17.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) A. If a curb romp is located where pedestrians must walk across the ramp or where it is not protected by handrail or guardrails, it shill have flared sides; the maximum slope of the flare shall be 1:10 lf x Is less than 48' Then The Slope Of The Fl Sides Slid' Not Exceed 1.1 Standard Cub Romp MjoinExasfle Shall Qwb Remo Parallel to 0Mb Adjoining Slope Shall /riot Exceed I:20 Flared side . slope 1:12 Max. slope Ramp (1:12 Max. Slope Shot Detectable Warnings and contrasting color. 36' Min. / Padxig otAcc ithe Ramps (1:12 Max. Slope) Shad Have Detectable Warnings and contrasting Color. Note : If lope is 1:20 a less no contrasting color of: texture is required ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. I diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48' minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 46' clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also hove of least o 24" long segment of straight curb located on each side of the curb romp and within the marked crossing. AN51/ICC A117.1 406.11 - ISLANDS A Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and o level area at least 46' long and 36' minimum wide between the curb romps in the port of the island intersected by the crossings. 410 PIATFORN UFTS ANSI/ICC A117.1 410.1 - GENERAL A Platform lifts shall comply with Section 410 end ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A117.1 410.2 - LIFT ENTRY A Lifts with doors or gates shall comply with Section 410.2.1. Lifts with romps shall comply with Section 410.2.2. ANSI/ICC A117.1 410.2.1 - DOORS AND GATES A Doors and gates shall be low energy power operated doors or gates complying with Section 404.3. Doors shall remain open for 20 seconds minimum, End door clear opening width shall he 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Fxerptiom Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. ANSI/ICC 4117.1 410.2,2 - RAMPS A End romps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A Floor surfaces of platform lifts shall comply with Section 302 ANSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE A. The clearance between the platform sill and the edge of any runway landing shall be 1 1/4 inch maximum ANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACE A Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A Controls for platform lifts shill comply with Section 309. 5Tn/CILL3 PAWONG AHD PASif4GER LOADING ZONES A117.1 502 - PARKING SPACES Accessible car parking spaces shall be 96' minimum in width. Van parking spaces shall be 137 minimum in width. EXCEPTION: Von parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisle is 96 minimum in width. Parking access aisles shall be 60' wide. Van accessible access aisles shall be 96' wide. C. Surface slope shall not exceed 1:48 in all directions (Note : no built up curb romp may be located in on accessible parking access aisle.) ANSI/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) A. Each accessible parking space must have individual vertically mounted or suspended sign. Required von accessible spaces must be designated. B. Characters and symbols on such signs shall be located 60" minimum above the ground. AS/ICC A117.1 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114' of accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A117.1 503 - PASSENGER LOADING ZONE A Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up space, then a curb romp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:48 in all directions. ANSI/ICC A B. Handrail to extend horizontally at top extension (1) TREAD DEPTH Hw*S at Stair 1 1/7 602 DRRNONG FO MTMS ANSI/ICC A117.1 602.1 - GENERAL A Accessible drinking fountains shall comply with Sections 602 and 307. PRE -WAIF. Sal 4' ow slut POST w/ CAP MIDI CRUX SET POST RI CONC. BM: INSTAL SIGH AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VON PMKINC SWNL HAVE AOOITIONAL SIGH 'VAN ACCESSIBLE' MOUNTED BELOW. MOUNT ON WALL OF BLDG WREN POSSIBLE. Handrdl to extend horizontally at top and bottom extension I vertical rise is greater than 6' then bottom rail to provide edge protection r-0' 1 1'-a '\\\\�\a 1 1/4' to 2" Handrail at Ramo ANSI/ICC A. Hanii Section A117.1 602.2 - CLEAR FLOOR SPACE A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shell be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTION& 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANGVICC A117.1 602.3 - OPERABLE PARTS A Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT A Wheelchair accessible spout outlets shall be 36 inches max. aft Standing person spout outlets shell be 38 inches min. & 43 inches max. aft ANSI/ICC A117.1 602.5 - SPOUT LOCATION A Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI/ICC A117.1 602.6 - WATER FLOW A Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. r I I Forward Aooroarh 603 TOLET RDDMS ANSI/ICC A117.1 603.2.2 - DOORS A Doors shall not swing into the clear floor space or clearance far any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A The accessible factures and controls required shall be on an accessible route. M unobstructed tuning space complying with 304 shall be provided within an accessible toilet roam. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however, the only tuming space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalk unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A Mirrors shall be mounted with the bottom edge of the reflecting surface 40' maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35 maximum above the floor. ANSI/ICC A117.1 603.6 - OPERABLE PARTS A Operable pads on towel dispensers and hand dryers shall comply with Table below. RReaihO. aS ? 5 6 1' 1 Ymenwrn Ranch Haight 4e 46' 42' 40• 3e 34. 604 WATER CLOSETS & T(1iLET C0MPARTI&NTS ANSI/ICC A117.1 604.3 - CLEARANCES A Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60' minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56' minimum in depth, measured perpendicular from the rear wall. (Reference Detail) B. No door swings ore allowed in clear floor area. 56' MIN. (WALL MOUNTED W.C.) 59" MIN. (FLOOR MOUNTED W.C.) AN51/CC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) A The height to the top of the toilet mot shall be it - 19' above floor. I. Seats shall not be sprung to retum to a lifted position. IOC with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLS A Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44'. 604 WATER CLOSETS & TOILET COIPARIIFNIS cod ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) A For water closets not located in toilet stalls, the fallowing grab bars shall be provid ed, 33' - 36' above the finish flo or: 1. Side wall horizontal: 47 in length minimum, 12" max from rear wall, extending 54 min. from rear wall 2. Side wall vertical: 1fi in length minimum, bottom of bar located 39" min/41' max. above the floor, centerline 39' min/41' mow from rear wall 3. Back wall: 36' in length minimum, extend from centerline of water closet 12' min. on side closest to the wall, 24' min. on transfer side. ANSI/ICC A117.1 604.6 - FLUSH CONTROLS A Flush controls shall be hand operated or automatic, and located on the open side of the water closet, Hand operated flush controls shall comply with Section 309. ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) A Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser is located above the grob bar, the outlet of the dispenser shall be located 24' min-36' max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24 min-42" max from the rear wall. The outlet of the dispenser shall comply with Table 603.6. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPMTMENIS A Wheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. 36' MAX 36' MAX 24' MN Protmdina Dispenser Below Grob Bar 605 - MINN S NISI/ICC A117.1 605 - URINALS A. Accessible urinals shall comply with Section 605. ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A Urinals shall be stall -type or wall hung with o tapered, elongated rim at IT maximum above the finished floor. The rim shag extend a minimum of 131f from the wall. Protrudno Dispenser Recessed Dispenser Above Grab Bar ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A. A clear floor space 30' wide by 48' deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29' clearance between them. 3. Urinals installed in alcoves deeper than 24' require a maneuvering area of at least 36' minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS .04101 606 LAVAT(DItFS ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rim or counter surface no higher than 34' above the finished floor. 1. Lavatories shall extend 17 minimum from the wall. 2. Clearance of 27 minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27' high minimum shall extend 8' minimum under the edge of the lavatory, 30" wide minimum, and 19' deep minimum. 4. Toe clearance of 9' minimum shall be provided for the full depth of the lavatory. ANSI/ICC A117.1 606 - DEPTH A Each sink shall be a maximum of 6-1/2' deep. WALL MOUNTED LAVATORY S II MIN Felear I floor L-epos- -1 I19" MAX , 417MN LAVATORY MOUNTED IN COUNTER ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp Of abrasive surfoces under lavatories. ANSI/ICC A117.1 606.4 - FAUCETS A Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lb. C. Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self -closing valves ore used the faucet shall remain open for 10 seconds minimum. 609 GRAB Ruts ANSI/ICC A117.1 609.3.2 - SIZE MID SPACING A Diameter or width of gripping surface shall be 1-1/4' to 2", or the shape shall provide an equivalent gripping surface. 1. The space between grab bars and adjacent walls shall be I -I /7 R-TOILET SEAT COVER DISPENSER u R-PAPER TOWEL DISPENSER/ WASTE RECEPTACLE S-ELECTRIC HAND DRYER 609 GRAB BARS continued ANSI/ICC A117,1 609.8 - STRUCTURAL STRENGTH A. Grob bars and mounting devices shall meet the followingrequirements: 609.8 Allowable stresses shall not be exceeded for materials used where o vertical or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener mounting device, or supporting structure. 1. Shear stress induced by application of 250 lb. shall be less than allowable shear stress for material used. If connection between grab bar and mounting bracket is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 2. Shear farce induced in a fastener or mounting device from application of 250 lb. shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the snarler allowable load. 3. Tensile force induced in a fastener by a direct tension force of 250 lb. plus the maximum moment from the application of 250 lb. shall be less than the allowable withdrawal load between the fastener and the supporting structure. 609.6 Grab bars shall not rotate within their fittings. ANSI/ICC A117.1 609.5 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. 54' MIN 17 MAX 113 eel MEM I i`IA War bi I` Sde Wall Grab Bar for Water Closet M HAND SHOWER/ 24' SLOE BAR MN ri all 1. 36 • MIN. ea wide Mee )sear Wall Grab Bar for Water Closet 36' MIN. 703 SK IAL;E continuS OVERHEAD SIGNS A CHARACTERS AND NUMB ERS ON OVERHEAD SIGNS SHALLSIZED BE ACCORDING TO THE HEWING DSTANCE FROM WHICH THEY ARE TO BE READ. 1. FOR SIGNS HIGHER THAN 70' AF,F., CHARACTER SIZE SHALL BE 7 MINIMUM PLUS ,' PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET. 1. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER 'r. 2. LOWER CASE LETTERS ARE PERMITTED. ANSI/ICC A117.1 703.3-703.5 - RNSEO CHARACTERS, BRAILLE, & PICTOGRAMS A. Raised characters shall comply with section 703.3 and shall be duplicated in braille complying ctn .4. B. Letter and with numersealsioshall703b raised 1/37, upper case, sans serif and shah be accompanied by grade 2 Bralle. I. Raised character height: r minimum to 3' plus jl' per foot of viewing distance obove 21 feet. 2. Braille shall be contracted (grade 2): shall be located below title corresponding text. 3. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. 1. The border dimension of the pictogram shall be 6' min. in height ANSI/ICC A117.1 7013.12 - FINISH AND CONTRAST A. Characters and their background shall hove a nonglore finish. Characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. ANSI/ICC A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL) A Characters and their background shall have a nonglare finish. Characters shall contrast with their 'background, with either light characters on dark background, or dark characters on a light background. B. Where a tactile sign is mounted next to a door, it shall be placed to the latch side of the door wherever possible. Where a tactile sign is placed adjacent a double door, the sign shall be to the right hand door. N there is no wall space to the right, signs shall be paced on the nearest adjacent wall. Exception: Door mounted signs shall be permitted an the ha push side on the doors with closers and without hold open devices. C. Raised characters shall be 48• minimum above the floor, measured to the baseline of the lowest raised character and 60' maximum above the floor, measured to the baseline of the highest raised character. D. Mounting location for such signage shall be so that a person may approach within 3' of signage without encountering protruding objects or standing within the swing of a door. IBC with WA STATE AMENDMENTS 1101.2.6 - INTERNATIONAL SYMBOL OF ACCESSIBIUTY A. Where the International Symbol of Accessibility is required, it shall Be proportioned complying with ANSI/ICC A1171 Figure 703.6.3.1. NI interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background. CONTROL AREA 6083.1 Side Wnl Grab Bar for Shawer 608,3 I Rear Wall Gmh Rar far SM.. Shaer Floor Plan / Seal S ANSIAA1117.1 610.2 - SHOWER COMPARTMENT SEATS A The height of the shower compartment seats shall be 17' minimum and 19' maximum above the bathroom floor measured to the top of the seat. B. Allowable stresses shall not be exceeded far materials used where a vertical or horizontal force of 250 pounds is applied at any point in the seat, fastener mounting device or support structure. ikerellg ANSI/ICC A117.1 702.1 - GENERAL A When required, visual alarms shall be provided in each of the following areas, as a minimum: rest rooms and any other general usage areas (e.g., meeting rooms). hallways, lobbies, and any other area for common use. Accessible audible and visible alarms and notification appliances shall be installed in accordance with NFPA 72. NFPA 72 - AUDIBLE MARKS A N provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least 15 dim or exceeds any maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder. 8. Sound levels for alarm signals shall not exceed 120 dbo. NEPA 72 - VISUAL ALARMS A Visual alarm signal oppfionces shall be integrated into the building or facility alarm system. If single station audible alarms ore provided then single station visual alarm signals shall be provided. Visual Alarm appliances shall have the following features 1. The lamp shah be a xenon strobe type or equivalent. 2. The color shall be dear or nominal white (i.e. unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two -tenths of one second with a maximum duty cycle of 40%. (The pulse duration is defined as the time interval between initial and final points of 10% of max signal) 4. The intensity shall be a minimum of 75 candela. 5. The flash rote shall be a minimum of 1 Hz and a maximum of 3 Hz 6. The appliance shall be placed 80' above the highest floor level within the space or C below the ceiling, whichever is lower. a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the ceiling. 7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal pane). 8. No place in common corridors or hallways shall be more than 50' from the signal. 703 SIC4ACE WHERE APPLICABLE A Signs which designate permanent rooms and spaces shah comply with the requirements listed below for. 1. Raised and Braille Characters, and Pictograms 2. Finish and Contrast Exception: Employee name signs are not required to comply. WHERE APPUCABLE A Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for: 1. Character Proportion 2. Character Height 3. Finish and Contrast Exception: Building directories, menus, and all other signs which are temporary ore not required to comply. WHERE APPLICABLE (REFERENCE DETAIL) A. Element and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: 1. Parking spaces designated as reserved for persons with disabilities. 2. Accessible passenger loading zones. 3. Accessible entrances when not all are rrrxdble (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not oll ore accessible. ANSI/ICC A117.1 703.2.4 - CHARACTER HEIGHT (REFERENCE DETAIL) Height The uppercase letter 'r shall be used to determine the allowable height of all characters of a font and shall be o minimum of 'd' and 2' maximum. EXCEPTION: Where seporote tactile and visual characters with the same information ore provided, the height of the tactile upper case letter 'r shall be permitted to be f minimum, ANSI/ICC A117.1 703.2.5 - CHARACTER WIDTH A. Wdth: The uppercase letter "0' shall be used to determine the allowable width of all characters of a font, and dal be 55% min, and 110% max. of the height of the uppercase 'f of the font R-PAPER TOWEL DISPENSER 0 vg R-SANITARY R-WASTE NAPKIN RECEPTACLE DISPENSER NISI/CC A117.1 604.7 - DISPENSERS - REFERENCE DETAIL THE OUTLET OF THE DISPENSER SHALL COMPLY WITH TABLE 603.6 International Symbol of Accessibility Ughl switch Thermostats, Etc. �xt 6 Letter & numbers on signs shall have a width to height ratio of between 3:5 & 1:1 and a stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shale be raised 1/37, upper case, sans serif or simple serif type and shall be accompanied with grade 2 Braille, raised characters shall be at least 5/8' - 3' high plus 1/8' per foot of viewing distance above 21 feet. 8w MAX Demi Convenience Outlets Data, Tel., Etc. 804 IMENS AND KFTCHENEtTES ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREEZER Combination refrigerato's and freezers shall have at least 50X of the freezer compartment shelves, including the bottom of the freezer 54 inches (1370mm) maximum above the floor when the shelves ore installed at the maximum heights possible in the compartment. A dear floor space, positioned for a parallel approach to the space dedicated to a refrigerator/freezer, shall be provided. The centerline of th clear floor space shall' be offset 24 inches (610 mm) maximum from the centerline of the dedicated space. arr..2ffirliCELLIVELSMUCES ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACE A. A clear floor space complying with Section 305, positioned for o forward approach, shall be provided. Knee and toe clearance complying with Section 306 shall be prodded. ANSI/ICC A117.1 902.4- HEIGHT A. The tops of accessible tables and counters shall be 28' minimum, and 34' maximum, above the finished floor. 903 BFN(2IFS ANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACE A. a clear floor space complying with section 305, positioned for parallel approach to the bench seat shall be provided. ANSI/ICC A117.1 903.3- SIZE A. Benches shall have seats 42' minimum in length and 20" minimum and 24' maximum in depth. ANSI/ICC A117.1 903.4 - BACK SUPPORT A The bench shall provide for bock support or shall be fixed to a wall. Back support shall be 42' minimum in length and shall extend from a point 2' maximum above the seat surface to a point 18" above the seat surface. 9015 ¶O RAOE ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACE A dear floor space complying with Section 305 shall be provided. C�] CLARION PARTNERS NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww. corn 03 r0 uV co) V cc co U 0 O 0 Y 0 Q 0r^ '�'' VJ J r0V� < V 0 Z W 0 ero ,J e e • T 0 V CO CO a I - CONSULTANT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 092019 City of Tukwila BUILDING DIVISION Submittals/Revisions: FOR PERMIT FOR REVIEW PERMIT REVISION 11/02/18 06/28/19 07/01/19 RECCIVED CITY OF TUKWILA JUL 03 2019 NISI/CC A1111 905.3 - HEIGHT Accessible storage elements shill comply with at least one of the reach ranges specifieePERh91T CENTER in Section 308. ANSI/ICC A117.1 905.4 - OPERABLE PARTS Operable ports of storage facilities shall comply with Section 309, CLEAR FLOOR SPACE A Floor space shall comply with ANSI/ICC A117.1 305 to allow a forward, parallel approach or both. HEIGHT A. Operable parts shall be placed within one or more of the reach ranges specified in ANSI/ICC A117.1 section 308, summarized earlier in this sheet. THIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. T CONTAINS SELECTIONS FROM THE CURRENT ACCESSIBILITY REFERENCED STANDARDS (2015 IBC CHAPTER 11 WITH WA STATE AMENDMENTS AND ANSI/ICC A117.1), BUT IS NOT INTENDED TO BE A COMPLETE OR EXHAUSTIVE COPY OF TFE CURRENT ACCESSIBILITY STANDARDS, D1S 0341 ror.°Grnrn n 1 i64 ttii� i�l Sheet Title:ACCESSIBILITY GUIDELINES Dote: Design: 06/28/19 Drawn: Project No: Approved: Building No: 18.0004310.001 AS Sheet No: T1.2 COPYRIGHT NELSON 2019 07/01/19 - 7:54am 17-067_A0.1 (SITE EGRESS WAREHOUSE PLAN)Awg Thrl SUITE EXISTING 507-U A3.2 4 WAREHOUSE EXISTING ao- %4 WXITI r SUITE EXISTING V i� 0 0 0 „40) ENERGY CODE COMPLIANCE: 1. PROJECT SHALL COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE INCLUDING BUT NOT UMITED TO THE FOLLOWING PROVISIONS: A C402.1.4 SEMI -HEATED SPACES: ALL SPACES SHALL COMPLY WITH THE REQUIREMENTS IN SECTION C402 UNLESS THEY MEET THE DEFINITION FOR SEMI -HEATED SPACES. FOR SEMI -HEATED SPACES, THE BUILDING ENVELOPE SHALL COMPLY WITH THE SAME REQUIREMENTS AS THAT FOR CONDITIONED SPACES IN SECTION C402; HOWEVER. FOR SEMI -HEATED SPACES HEATED BY OTHER THAN ELECTRIC RESISTANCE HEATING EQUIPMENT, WALL INSULATION IS NOT REQUIRED FOR THOSE WALLS THAT SEPARATE SEMI -HEATED SPACES FROM THE EXTERIOR PROVIDED THAT THE SPACE MEETS ALL THE REQUIREMENTS OF SEMI -HEATED SPACE. B. C402.4.1 AIR BARRIERS. A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE. ASSEMBUES USTED IN ITEMS 1 AND 2 SHALL BE DEEMED TO COMPLY PROVIDED JOINTS ARE SEALED. 1. CONCRETE MASONRY WALLS COATED WITH ONE APPLICATION EITHER OF BLOCK FILLER AND TWO APPUCATIONS OF A PAINT OR SEALER COATING; 2. A PORTLAND CEMENT/SAND PARGE, STUCCO OR PLASTER MINIMUM 1/2 INCH (12 MM) IN THICKNESS. C. C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE 2 AT 75 PA) IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL. IF THE TESTED RATE EXCEEDS THAT DEFINED HERE, A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED. D. C402.4.2 AIR BARRIER PENETRATIONS. PENETRATIONS OF THE AIR BARRIER AND PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE VAPOR -PERMEABLE WRAPPING MATERIAL SEALING MATERIALS SHALL BE APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED. THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. SECTION C406: ADDITIONAL EFFICIENCY PACKAGE OPTIONS C406.1 REQUIREMENTS. BUILDINGS SHALL COMPLY WITH NO LESS THAN TWO OF THE FOLLOWING: 1. MORE EFFICIENT FNAC PERFORMANCE IN ACCORDANCE WITH SECTION C406.2 2. REDUCED LIGHTING POWER IN ACCORDANCE WITH SECTION C406.3 3. ENHANCED LIGHTING CONTROLS IN ACCORDANCE WITH SECTION C406.4 4. ON -SITE SUPPLY OF RENEWABLE ENERGY IN ACCORDANCE WITH SECTION C406.5 5. PROVISION OF A DEDICATED OUTDOOR AIR SYSTEM FOR CERTAIN HVAC EQUIPMENT IN ACCORDANCE WITH SECTION C406.6 6. HIGH -EFFICIENCY SERVICE WATER HEATING IN ACCORDANCE WITH SECTION C406.7 7. ENHANCED ENVELOPE PERFORMANCE IN ACCORDANCE WITH SECTION C406.8 8. REDUCED AIR INFILTRATION IN ACCORDANCE WITH SECTION C406.9 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN Dl B-O7 i/16"=11-0" 1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 - 308 (48" MAX). CABINET SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINET(S) 75-FOOT MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (1) 2A EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. EGRESS CODE SUMMARY IBC 2°15 A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1017.2) TRAVEL DISTANCE B OCCUPANCY: 200' (WITHOUT SPRINKLERS) (TABLE 1017.2) MAX. TRAVEL DISTANCE S-1 OCCUPANCY: 400' (TABLE 1017.2.2) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1006.2.1) OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.2) ASSEMBLY (CONF. BREAK, LOBBY) - B (NEW) OFFICE - B (NEW) WAREHOUSE - S (EXISTING) IBC 2015 270 SQ FT / 15 = 18 1,229 SO FT / 100 = 13 16,542 SQ FT / 500 = 33 TOTAL EXIT REQUIREMENTS. (SEC. 1006 TABLE 1006.2.1 & 1006.3.1) NUMBER REQ'D OFFICE WAREHOUSE LEGEND: EXIT A Q EXIT �D 2 NUMBER PROVIDED 1 2 EXISTING PARTITION TO REMAIN NEW PARTITION = 64 IBC 2015 INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION OF EXISTING. ADD NEW WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED. PROVIDE TACTILE EXIT SIGN ADJACENT TO EACH EXIT DISCHARGE DOOR COMPLYING WITH ICC A117.1, AS SUMMARIZED ON 703/T1.2. ADD NEW WHERE NOT EXISTING. NOTE: EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR IS MORE THAN 100' OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS. /- DIRECTION OF TRAVEL `t z PATH OF EGRESS •se- START POINT COMMON PATH OF TRAVEL TERMINATION POINT KEY NOTES: O 1. EXISTING 2. EXISTING 3. EXISTING 4. EXISTING 5. EXISTING ENTRANCE/EXIT TENANT DEMISING WALL TO REMAIN COLUMN, TYP. DOCK -HIGH OVERHEAD DOOR, TYP. DRIVE-IN RAMP TO BE DEMOUSHED. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 09 2019 City of Tukwila BUILDING DIVISION 6. NEW CONCRETE DRIVE-IN RAMP WITH CONCRETE CURB, CONCRETE RETAINING WALL AND LEVEL LANDING AT EXTERIOR SIDE OF DOCK DOOR. CENTER IN DOCK: DOOR OPENING.. 7. NEW BOLLARD CAST INTO NEW FOOTING, PAINT "SAFETY YELLOW .SEE DETAIL 17/A3.1 8. TYP. OPEN 8/A8.1 EXISTING OVERHEAD DOCK DOOR AND SECURE IN PLACE, INFILL PER WALL 9. NEW CONCRETE STAIR WITH CONCRETE GUARDRAILS AND SURFACE MOUNTED HANDRAILS. A 1 10. NEW ACCESSIBLE PARKING STALL W/ WHEELCHAIR SYMBOL AND VAN DESIGNATION, ACCESS AISLE AND WHEEL STOP, TYP, TO MEET THE PROVISIONS OF ANSI AI17.1 - 502/503, 406, AS SUMMARIZED ON T1.2. 11. NEW ACCESSIBLE PARKING STALL SIGNAGE PER ICC/ANSI A117.1- SECTION 502.7. (1) SIGN TO BE DESIGNATED VAN ACCESSIBLE, AS SUMMARIZED ON T1.2. 12. EXISTING PARKING STALLS,TYP. 13. NEW CONCRETE PEDESTRIAN RAMP WITH CONCRETE GUARDRAILS AND SURFACE ( MOUNTED HANDRAILS. 18. LOCATION OF NEW ELECTRICAL TRANSFORMER AND PANELS(S) -200 AMP 277/480 VOLT 3 PHASE ELECTRICAL SERVICE. PROVIDE AND MAINTAIN 3'-0* MINIMUM CLEAR FLOOR SPACE IN FRONT OF PANEL(S). (2) NEW CONCRETE FILLED PIPE BOLLARDS (PER SPECIFICATIONS AND/OR 17/A3.1, TYP.) SET 42" CLEAR OF EQUIPMENT/PANELS(S). PERMIT-CENTEW 19. NEW HIGH EFFICIENCY ELECTRIC WATER HEATER, FREESTANDING IN SHEET METAL DRIP PAW/R10 INSULATION UNDER UNIT. GC TO PROVIDE SEISMIC RESTRAINT STRAP(S), ATTACHED TO STRUCTURE. 20. REMOVE PORTION OF CURB AND LANDSCAPING, EXTENT ASPHALT INTO AREA AND POUR NEW EXTRUDED CURB. 21. NEW FLOOR MOUNTED MOP BASIN WITH HOT/COLD WATER FAUCET AND FLOOR DRAIN. FRP OR PLASTIC LAMINATE SURROUND, TO MATCH ADJACENT TOILET ROOM WAINSCOT, OVER WATER RESISTANT GWB, 48: H, EXTENDING 12" MIN BEYOND FACE OF BASIN . 22. NEW ACCESSIBLE (HI/LO) DRINKING FOUNTAIN AND CANE DETECTABLE APRON/GUARD. 4'X(4' OF FULL WIDTH ) FRP OP PLASTIC LAMINATE SURROUND, TO MATCH ADJACENT TOILET ROOM WAINSCOT, AVER WATER RESISTANT GWB. CENTERED BEHIND FOUNTAIN. 23. NEW PREFABRICATED METAL STAIRS WITH METAL SUP RESISTANT TREADS., PER ENLARGED PLAN 14/A3.1. RESPONSIBLE FOR ENGINEERING, INSTALLATION, AND PERMANENT ATTACHMENT OF STAIRS TO STRUCTURE AND GROUND. 24. NEW PARKING STALL AND WHEEL STOP. 25. INCREASE CDTH OF EXISTING DOCK DOOR TO°f0'-0". (HEIGHT TO REMAIN 10'-0".) ADD STRONG BACK PER STRUCTURAL. GC„TO PROVIDE NEW DOCK DOOR TO MATCH EXISTING` ADJACENT: a 14. NEW ENERGY EFFICIENT STOREFRONT IN EXISTING OPENING. 15. NEW CONDITIONED SPACE/OFFICE SPACE. 16. EXISTING SEMI -HEATED WAREHOUSE SPACE. UNIT HEATERS PROVIDING FREEZE APERMIT REVISION PROTECTION ONLY; MODIFY EXISTING GAS FIRED HEATING UNIT(S) TO COMPLY WITH 2015 WSEC: MAXIMUM 8 BTU'S PER SF. C'] CLARION PARTNERS NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com U > z O O s co W C ..fir c� c'IQ (1) wZ co W J 3 D m 133 1- U CONSULTANT 10194 1/ STATE OF TON V Submittals/Revisions: FOR PERMIT FOR REVIEW 11/02/18 06/28/19 07/01/19 17, NEW MAN DOOR EMBEDDED IN EXISTING OPENING nEcEIVEn CITIT-OF TUi MA JUL 03 2019 ARMS GN NO1_ Sheet Title: ARCHITECTURAL SITE/ EGRESS/WAREHOUSE PLAN Dote: Design: 06/28/19 Drawn: Project No: Approved: Building No: 18.0004310.001 AS Sheet No: A0.1 COPYRIGHT NELSON 2019 GENERAL NOTES: 50'-0* OPEN OFFICE 100 EXISTING WAREHOUSE 07/01/19-1:47pm 17-067 A2.1 0 i D lts�47 1. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS. TYPICAL THROUGHOUT. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, TYPICAL UON. 3. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATIONTYPES. WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 4. ALL NEW PARTITIONS TO BE WALL TYPE 18 UON, SEE SHEET A8.1 FOR WALL 5. FOR ACCESSIBILITY COMPUANCE REFER TO SHEET T1.2. 6. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 7. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTDION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. B. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 9. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 10. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, PIER, JOISTS OR WINDOW MULUON, AS SHOWN. 11. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 12. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 13. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION, WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 14. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. SEE ALSO A0.1 FOR WAREHOUSE POWER/DATA. 15. ALL SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE WHITE IN COLOR, UON. DEVICES WHICH OCCUR IN STAINED MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR. ALL EXISTING BEIGE SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. 16. RECEPTACLES WITHIN 6' OF A WATER SOURCE SHALL BE GA TYPE. 17. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER. NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS/BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTALLATION. COORDINATE POWER, VOICE/DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDOR, TYP. 18. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15" ABOVE FLOOR UON. 19. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. 20. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, UON. 21. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, UON: GANG COVER PLATES SHALL BE ONE-PIECE TYPE UON. 22. ALL EXISTING ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. POWER & COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS. REUSEPOSSIBLE. EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE 23. FURNITURE SHOWN IS FOR REFERENCE ONLY AND IS NIC. LOCATION OF OUTLETS IN PRIVATE OFFICES TO BE COORDINATED WIN FURNITURG„EMmo LEGEND: othI 1-4 ps EXISTING PARTITION TO REMAIN NEW PARTITION CrJ CLARION PARTNERS NELSON Neko Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com C W Utz z ^� W o_ cn c� c� Q N Z W 0 � Y CC r m U CONSULTANT REVIEWED FOR CODE COMPLIANCE • APPROVED JUL 09 2019 City of Tukwila BUILDING DIVISION WALL MOUNTED DUPLEX OUTLET: DED OR HATCH = DEDICATED 20A = 20 AMP CIRCUIT T = 12 HOUR TIMER WALL MOUNTED FOURPLEX RECEPTACLE OUTLET WALL MOUNTED VOICE/DATA PORT - (2) VOICE/(2) DATA IN SINGLE GANG BOX, UON OCCUPANT SENSING AUTOMATIC CONTROL © NEW CARDREADER, GC TO PROVIDE POWER PATH AND PULL STRING Uor2 sCrl N Ftf* THERMOSTAT NEW LIGHT SWITCH: T = SWITCH ON TIMER, D = SWITCH KEY NOTES: O FLOOR MOUNTED OUTLET, UON: FLUSH DUPLEX RECEPTACLE OUTLET AND DATA OUTLET - (1) VOICE/(1) DATA IN SINGLE GANG BOX, UON FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO ATTACH TO FURNITURE SYSTEM, THROUGH WALL - POWER, DATA & VOICE FLOOR MOUNTED OUTLET, UON: FLUSH DUPLEX RECEPTACLE OUTLET AND DATA OUTLET WIN FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO ATTACH TO FURNITURE SYSTEM - POWER, DATA & VOICE REGf.IvEf CITY OF ILit:aA Submittols/Revisions: FOR PERMIT FOR REVIEW PERMIT REVISION 11/02/18 06/28/19 07/01/19 JUL 032019 oN OMIT CENTER 1. NEW STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR 2. FLOOR FINISH TRANSITION; WOM TO BE FINISH WITH CARPET. 3. NEW PLASTIC LAMINATE COUNTERTOP, BASE & UPPER CABINETS WITH SINGLE COMPARTMENT, TOP MOUNT SINK. 4. PROVIDE WATER SUPPLY UNE FOR NEW (F010) PLUMBED HOT/COLD WATER DISPENSER, 1/4" COPPER TUBES BELOW COUNTER. 5. PROVIDE WATER SUPPLY UNE TO (F010) REFRIGERATORS, 1/4" COPPER TUBES BELOW COUNTER. 6. PROVIDE WATER SUPPLY UNE TO (F010) COFFEE MAKER, 1/4" COPPER TUBES BELOW COUNTER. 7. NEW 4'X8'X3/4" TYPE 'X'/FIRE RESISTANT PLYWOOD BACKBOARD ON WALLS AS INDICATED, PAINTED TO MATCH WALL COLOR WITH FINISHED EDGES FOR TENANTS TELEPHONE AND SECURITY EQUIPMENT, TOP OF BACKBOARD MOUNTED AT CEIUNG, BOTTOM TO BE 26" AFF, MINIMUM, Sheet Title: Date: Design: FLOOR AND POWER PLANS 06/28/19 Drown: Project No: 18.0004310.001 Approved: AS Building No: Sheet No: A2.1 COPYRIGHT NELSON 2019 GENERAL NOTES: 50'-0" REFLECTED CEILING PLAN FLOOR 1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFIJCTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. BEFORE STARTING ANY' WORK, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCTIONS AND CEILING FIXTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE INDICATED, OR IF THERE ARE ANY CONFUCTS OR DISCREPANCIES, CONTRACTOR SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY PART OF THE CEIUNG WORK OR RELATED WORK. 3. REWORK EXISTING FIRE, UFE, SAFETY SYSTEM AS REQUIRED PER NEW WALL LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING RECOMMENDED SUB -CONTRACTOR. 4. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 5. ALL CEIUNG MOUNTED DEVICES SHALL BE WHITE. 6. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE AREAS. D0 NOT PLACE ANY ABOVE GYPSUM BOARD CEIUNGS, UNLESS APPROVED BY ARCHITECT. 7. ALL ACCESS PANELS IN GYPSUM BOARD CEIUNGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 8. ALL CONDUITS. BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN 8" ABOVE UNE OF HIGHEST FINISHED CEILING. 9. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 10. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SWITCH PLATE. 11. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO DOOR OPENINGS, DO NOT INSTALL IN CENTER OF WALL. ARCHITECT AND CUENT TO APPROVE ALL LOCATIONS. 12. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS 13. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME TEMPERATURE, UON. CEILING NOTES: 1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON. 2. CENTER LIGHT FUTURES/SPRINKLER HEAD/CEIUNG ELEMENT IN 24' PORTION OF 48' CEILING TILE, TYPICAL UON. 3. LOCATE ALL LIGHT FIXTURES, SPEAKERS, LIFE -SAFETY DEVICES, ETC., IN STRAIGHT UNES AND IN CENTER OF CEIUNG TILES, UON. 4. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING HEIGHTS OF WALL SURFACE MOUNTED LIGHT FIXTURES. 5. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILING SYSTEMS. SUSPENDED CEILING AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF CISCA AND ASCE 7-10 SECTION 13.5.6. AS SUMMARIZED ON SHEET AB.1 LEGEND: EXIT 1 EXITb TJ 0 CLARION PARTNERS NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSO Nww.corn ELEMENT TO BE DEMOLISHED INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED 1X4 SURFACE MOUNTED LED FIXTURE W/ WRAP AROUND ACRYLIC LENS NEW 2X4 LAY -IN LED LIGHT FIXTURE HATCH INDICATES "NIGHT LIGHT" FOR EGRESS ILLUMINATION NOT LESS THAN 1 FC PER IBC SECTION 1008.2.1. NEW RECESSED LED DOWNUGHT FIXTURE EXHAUST FAN (SANE RATING LESS THAN 1.0 SONE) SUSPENDED ACOUSTIC CEIUNG TILE AND GRID: ARMSTRONG, CORTEGA, 24' X 48' SQUARE LAY -IN TLE, WHITE WITH CLASS A' 15/16" EXPOSED "P GRID SYSTEM, WHITE GWB GYPSUM BOARD CEILING OPEN TO STRUCTURE DAYLIGHT ZONE (PRIMARY DEPTH = TO WINDOW HEAD HEIGHT, 24' BEYOND WIDTH OF WINDOW) (SECONDARY DEPTH = 2 TIMES WINDOW HEAD HEIGHT) KEY NOTES: O 1. CEILING GRID START POINT CL w ..0 O > z O Ose0 se ^Cn � W � W ,� : (1) IC al cv Q O z w � W 9 8 coCC 070 T O CONSULTANT Submittals/Revisions: FOR PERMIT FOR REVIEW PERMIT REVISION 11/02/18 06/28/19 07/01/19 RECf1"ER CITY OF TUKWtLA JUL 03 2019 REVISION N0,_L_ PERM CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 09 2019 City of Tukwila I BUILDING DIVISION I Dl PrO *7 Sheet Title: REFLECTED CEILING PLANS Date: Design: 06/28/19 Drown: Project No: Approved: Building No: 18.0004310.001 AS Sheet No: A2.2 COPYRIGHT NELSON 2019 07101/19- 7:59am 17-067 A3.1 (EXTERIOR ELEVATIONS).dwg 5/1 IV S • d . CD •a :: .1 I I I= IIII A�.. -IIII a a • III • r-b" IN PIPE BOLLARD SLOPE CONCRETE 6"0 STEEL PIPE FILLED W/ CONCRETE 0 STATIONARY LOCATIONS, CAP & GRIND SMOOTH 0 REMOVABLE LOCATIONS (GALV. PIPE 0 EXTERIOR LOCATIONS) PAINT EXPOSED SURFACE 1O"x1/4"0 STEEL RING WELDED TO PIPE AT REMOVABLE BOLLARDS CONCRETE SLAB SLEVE WHERE REMOVABLE BOLLARD NOTED CONCRETE FOOTING to - are e arkffiEk -- MP UP 0 1.12SLOPE MAX RAMP UP 0 1:12 SLOPE MAX RA—� — ENLARGED STAIR AND RAMP 1/4" = 1'-0" J .© rd A3.1 TYP TG EXTERIOR ELEVATION 1/8" = 1'-0" LANDING SUPPORT ANGLES STEEL CUP ANGLE STEEL STRINGER HANDRAIL RETURN 70 GALVANIZED STEEL PIPE COLUMN 0 CORNER OF LANDING 1-1/70 ROUND STEEL HANDRAIL WELD & GRIND SMOOTH OPEN STEEL GRATE TREADS AND LANDING 1/4' x 17 AND 1/4 STEEL RISERS 615 x 4'-01" HT. CONC. FILLED b GALV. PIPE BOLLARD, SEE DETAIL 17/A3.1 MAX. LEADING EDGE RADIUS 0 STAIR: 1/7 I I PER IBC 1011.5.5 LJ NOTE: SEE EXTERIOR METAL FINISH SPECIFICATIONS. ELEVATION PRE—ENG. METAL STAIR 54 x 4'-0 HT. CONC. ILLED GALV. PIPE BOLLARD, SEE DETAIL 17/A3.1 b GUARDRAIL T 4 HANDRAIL AT 011=5'- 30"x48" AREA FOR RESCUE ASSISTANCE W/ IDENTIFICATION SIGNAGE PER IBC SECTION 1007.6.1 AND 1007.6.5 (WHERE NOTED AS AN EXIT) PLAN AT REAR ENTRY PRE—ENG. METAL STAIR /4" = 1'-0" BREAK METAL TO MATCH STOREFRONT IF STRUCTURAL TUBE IS REQU SHIM AS NECESSARY TOP AND BOTTOM STRUCTURAL TUBE IF REQUIRED/RECOMMENDED BY STOREFRONT MANUFACTU 1 REMOVABLE TRANSOM PANELS WITH HIDDEN FASTENERS IF STRUCTURAL TUBE IS REQUIRED STOREFRONT SYSIEM, SELECT MODEL APPROPRIATE FOR SPAN ALUM. DOOR HEAD 1 1/2" = 1'-0" VERTICAL FRAME BEYOND STOREFRONT SYSTEM TO MATCH EXISTING EXISTING BUILDING SLAB SUB -SILL WITH END DAMS IN BED OF MASTIC ALUMINUM STOREFRONT SILL 1/2" = 1-0" ENTRANCE DOOR THRESHOLD J SEE FLOOR PLANS TO C OF FRAME STOREFRONT stsitM ALUM. STOREFRONT JAMB 1 1/2" = 1.-0,• STORFREONT DOOR FRAME BEYOND ALUMINUM THRESHOLD SET IN BED OF MASTIC, PER ANSI A117.1/303 AS SUMMARIZED ON T1.2 ALUMINUM DOOR SILL 1/2" = 1.-0" SCOPE DELETED GENERAL NOTES: 1. GLAZING TYPE IG TYP, UON. 2. TG INDICATES TEMPERED GLAZING TYP. 3. All METAL FRAMED ENTRANCE DOORS SHALL BE CERTIFIED & LABELED WITH ITS MAX U-FACTOR OF 0.60 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). • 4. ALL EXTERIOR GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF 0.40 & SOLAR HEAT GAIN, COEFFICIENT OF 0.38, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 4. ALL INTERIOR GLAZING SEPARATING CONDITIONED FROM SEMI- OR UN -CONDITIONED SPACE SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF 0.38, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 5. ALUMINUM ENTRANCE AND WINDOW SYSTEMS TO BE 2' X 4 1/2' GLAZED ALUMINUM STOREFRONT. US ALUMINUM CENTER GLAZING OR APPROVED EQUAL. 6. ALIGN ALL NEW WINDOWS WITH ADJACENT DOOR HEADS (OR STRUCTURAL OPENING IF SPECIFIED). 7. ALL NEW WINDOWS TO HAVE INSULATED GLASS, TINT/COLOR TO MATCH EXISTING ADJACENT - PROVIDE SAMPLE TO OWNER FOR APPROVAL. KEY NOTES: 0 7, . 1 2. INCREASE WIDTH OF EXISTING DOCK DOOR TO 10'-0'. (HEIGHT TO REMAIN 10'-0".) ADD STRONG BACK PER STRUCTURAL. GC TO PROVIDE NEW DOCK tor 0 TC - G • t,1AC T. LG LEVEL SHALL NOT BE LESS THAN 1 FC AT WALKING SURFACE PER IBC 1006.2 AND 1006.3. 4. NEW ADHESIVE FILM (3M SH2MAMM-1201 MILKY MILKY) TO INSIDE FACE OF LOWER GLASS PANELS. AND/OR WHERE INDICATED BY HATCH. 5. NEW CONCRETE STAIR WITH CONCRETE GUARDRAIL AND SURFACE MOUNTED HANDRAIL 1 •7 f• I 1 • 311 1 °so PEj R PLAN MJ'Qfluu wild r a a ° p a a • S. A ION EXISTING CONCRETE PANEL PARTITION TYPE AS SCHEDULED BACKER ROD AND SEALANT BOTH SIDES TYP. WINDOW HEAD 1 1 /2" = 1'-0" • FIELD VERIFY KAWNEER 451-T OR EQUAL STOREFRONT SYSTEM WINDOW BONDS, WHERE OCCUR UNE OF WALL BEYOND GLAZING PER ELEVATIONS PARTITION TYPE AS SCHEDULED 5/8' GWB RETURN BACKER ROD AND SEALANT BOTH SIDES KAWNEER 451-T CR EQUAL STOREFRONT SYSTEM GLAZING PER ELEVATIONS BACKER ROD AND SEALANT BOTH SIDES EXISTING CONCRETE PANEL TYP. WINDOW JAMB 1 1/2" = 1'-0" EXTERIOR METAL FINISH SPECS: ALL EXTERIOR METALS TO BE GALVANIZED (ALUMINUM WINDOW SYSTEMS SPECIFIED ELSEWHERE.) BOLLARDS: PAINTED SAFETY YELLOW STAIRS: TO MATCH EXISTING RAILINGS: TO MATCH EXISTING REVIEWED FOR CODE COMPLIANCE APPROVED JUL 092019 City of Tukwila BUILDING DIVISION D1S-O RECEIVED, CITY OF 1'Uk\ LA JUL 03 2019 PERMIT CENTER REAL/NO. I 7 CLARION PARTNERS NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.corn CONSULTANT Submittals/Revisions: FOR PERMIT FOR REVIEW EL, PERMIT REVISION 11/02/18 06/28/19 07/01/19 Sheet Title: EXTERIOR ELEVATIONS & DETAILS Dote: Design: 06/28/19 Drown: Project No: Approved: Building No: 18.0004310.001 AS Sheet No: A3.1 COPYRIGHT NELSON 2019 CONC PANEL CONC. LANDING 0 5'-0" 8'-6" 8'-6' 24'-8" 8'-6" 5'-0' 5'-OR J 17-8" RAMP UP 0 1:12 SLOPE MAX UP UP RAMP UP 0 1:12 SLOPE MAX 0 O 13'-8' RAMP UP 0 1:12 SLOPE MAX UP 7'-6" 16'-8" 5'-0" ENLARGED SITE PLAN 1/4"=1'-0" I' d INTERIOR FIN FLR Y +/-4'-0' A, FIN GRADE 0'-0" BUILDING INTERIOR BUILDING EXTERIOR CONCRETE RETAINING WALL SLOPE TO PARALLEL DRIVE IN RAMP RAMP-3" CLASS B ASPHALT 0/ STRUCTURAL FILL W/ TURNED DOWN ASPHALT EDGE 0 MAX 1:1 SLOPE 48" HIGH STAIRS NEXT TO DRIVE-IN 1/4" = 1'-O" INTERIOR AN FLR +/-4'-0" BUILDING INTERIOR BUILDING EXTERIOR CONC PANEL REVEAL BOTH SIDES ,OF PANEL WEEP HOLE TYP. AT 4'-0" O.C. +/- CONC. LANDING CONCRETE RETAINING WALL BEYOND 48” HIGH DRIVE UP RAMP 1/4" = 1'-O" 6" WIDE CONCRETE WALL, PAINT PER EXTERIOR ELEVATIONS RAMP-3" CLASS B ASPHALT 0/ STRUCTURAL ALL WI TURNED DOWN ASPHALT EDGE 0 MAX 1:1 SLOPE WEEP HOLE TYP. AT 4'-0" 0.C. CONCRETE STAIRS BEHIND CONCRETE WALL. W/ 1/2" RADIUS NOSE, TAPERED RISERS, NON -SUP BROOM FINISH k GROOVED DETECTABLE WARNING AT TREAD EDGES. CONCRETE GUARDRAIL SLOPE TO PARALLEL STAIR TREAD +/- 40'-a" 1 1/2" 0 PIPE RAIUNG WELDED AND GROUND SMOOTH, PAINT, TYPICAL ELEVATION `' AT CONCRETE STAIR ADJACENT DRIVE IN RAMP WALL 1 1/2" 0 PIPE RAILING - WELDED AND GROUND SMOOTH, PAINT, TYPICAL DN DN J \ I V 18" MIN it I I I PLAN AT CONCRETE STAIR 1/4" = 1'-0" M 111=1111-1II IIIIIIlII!I,II BOLLARD BOLLARD 1 1/2" OD DIAMETER PIPE RAIL. PAINT FINISH 1/2" DIAMETER BENT ROD HANDRAIL SUPPORT WELD TO POST AND HANDRAIL CONCRETE GUARDRAIL ADJACENT CONCRETE RAMP OR SIDEWALK. STAIR TREAD, REVIEWED FOR CODE COMPLIANCE APPROVED JUL 092019 City of Tukwila BUILDING DIVISION CONCRETE WALL PER STRUCTURAL ®GUARD RAIL/HANDRAIL SECT = 1'-0„ Zo M \ CONCRETE GUARDRAIL o v ° 1 1/2" 0 ▪ PIPE RAILING WELDED AND GROUND SMOOTH, p.INT, TYPICAL, ° � ° V CON• CRETE RAMP MAX T7:12 SLOPE WITH$CONCRE7E CURB ° ryWHERE SHO)M IN PLAN o” II 1=1I 1=I •I�1111111�111-llilillll�llll GUARD RAIL/HANDRAIL D/6-0347 v ua w.a �a v a • PARTNERS NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com CONSULTANT Submittals/Revisions: A PERMIT REVISION 07/01/19 '1latUia N RECEIVED CITY or ) UKWILA JUL 03 7019 PERMIT CENTER A NEW SHEET Sheet Title: EXTERIOR ELEVATIONS & DETAILS Date: 06/04/19 Design: Drown: Project No: Approved: uilding No: 0 heet No: 18.0004310.001 AS A3.2 COPYRIGHT NELSON 2019 GENERAL NOTES: 06/20119 - 10:35am 17-067_AS.1 (INTERIOR ELEVATIONS & DETAILS).0wg 1 1/2" z 2 MAX ALLOWABLE STRESSES: VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. PARTITION AS SCHEDULED 1/4 DIA SHEET METAL SCREWS TO METAL BLOCKING/BACKING 1 1/2" DR GRAB BAR (1 1/4" MIN TO 2" MAX OUTSIDE DIA) PROTRUDING ELEMENT 16 GA METAL STUD BLOCKING WI (1) A35 CLIP TOP AND BOTTOM OR 3/4" PLYWOOD BACKING PLAM, FRP OR CERAMIC TILE OVER WATER-RESISTANT GWB OR PREFABRICATED SHOWER MODULE GRAB BAR DETAIL 2'-10' U.N.O. BRUSHED ALUMINUM TRIM CAP WAINSCOT W/ METAL TRIM AT SHEET EDGES PER FINISH PLANS STRATEGIZE LOCATION OF LAMINATE SEAMS TO MINIMIZE VISIBILITY. LAYOUT SEAMS SYMMETRICALLY WHENEVER POSSIBLE. COVE FLOORING RETURN UP WALL AT RESILIENT SHFET FLOOR SECTION ' WAINSCOT 2'-1" UON N K 3 0 W ` 0 w i 0 w w N 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM FINISH PER FINISH PLANS, SELF EDGE DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE, TYPICAL LOW PRESSURE LAMINATE AT CABINET/DRAWER INTERIOR - WHITE PULLS: 4" WIRE, SATIN ALUMINUM/CHROME FINISH 3/4" DRAWER FACE W/ PLAM FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION DRAWER BANK OPEN ALIGN WITH TOP OF ADJACENT CABINET LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR WI PLAN. FINISH PER FINISH PLANS PULLS: 4" WIRE, SATIN ALUMINUM/CHROME FINISH 5 LINE OF CABINET SIDE PANEL U ,— MICROWAVE SHELF AND ALL EXPOSED SURFACES, PLAM. FINISH PER ELEVATION 'to b N 1'-8" (- CLEAR �F SECTION * MICROWAVE SHELF 1'-1" MIN. CLEAR INSIDE Sr 2'-1" UON 3/4" DOOR W/ PLAM FINISH PER FINISH PLAN LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" ADJUSTABLE SHELF FLUSH MOUNTED SHELF STANDARDS OR DRILL FOR PINS PULLS: 4" WIRE, SATIN ALUMINUM/CHROME FINISH VALANCE b 3/4" BACKSPLASH W/ PLAM FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM SELF EDGE FINISH PER FINISH PLANS DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINE INTERIOR - WHITE 3/4" DOOR W/ PLAM FINISH PER BASE, AS SCHEDULED 13 SECTION ' TYPICAL CABINET VARIES, 2'-10" UON 2'-1" UON 3/4" BACKSPLASH W/ PLAM FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM SELF EDGE FINISH PER FINISH PLANS FALSE DRAWER FRONT W/ PLAM FINISH TO MATCH DOOR PULLS: 4" WIRE, SATIN ALUMINUM/CHROME FINISH OFFSET DRAIN WITH INSULATION LOW PRESSURE LAMINATE AT CABINE INTERIOR - WHITE / 3/4" DOOR W/ PLAM FINISH PER FINISH PLANS I 7' BASE, AS SCHEDULED 12 SECTION * SINK BASE P-LAM UPPER CABINET/MICROWAVE SHELF P-LAM COUNTERTOP & BACKSPLASH BASE AS SCHEDULED BREAKROOM ELEVATION 1/4" = 1'-0" B -- 1 UNISEX RESTROOM ELEVATIONS 1/4" = 1'-0" B UNISEX RESTROOM ELEVATIONS C 6 C 10 D �O9 D ENLARGED TOILET ROOMS /4" = 1'-0" 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, UON. 2. NEW RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603 AS SUMMARIZED ON SHEET T1.2. KEY NOTES: O RESTROOM ACCESSORY MANUFACTURER: BOBRICK, CLASSIC SERIES, UON. STAINLESS STEEL WITH SATIN FINISH 1. WATER CLOSET. REFER TO 604/T1.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. SINK IN COUNTER TOP. REFER TO 606/T1.2. 3. WALL HUNG SINK. REFER TO 606/11.2. 4. SURFACE MOUNTED MIRROR. 24X36. REFER TO 603/T1.2. 5. SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/T1.2. 6. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL REFER TO 606/T1.2. 7. SURFACE MOUNTED TOILET SEAT COVER DISPENSER. REFER TO 606/T1.2. 8. TOILET PARTITION, OVERHEAD BRACED REFER TO 604/T1.2. 9. RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO 606/T1.2. 10. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 19/A5.1. PROVIDE BLOCKING AS REQUIRED. 11. FLOOR DRAIN WITH TRAP PRIMER. 12" SQUARE SECTION OF FLOOR TO SLOPE TOWARD FLOOR DRAIN. 12. WALL HUNG URINAL. REFER TO 605/11.2. 13. MANEUVERING CLEARANCES / CLEAR FLOOR SPACE REQUIRED AT FIXTURE. REFER TO 305, 404, 604/T1.2., TYP. 14. WAINSCOTELEVATION., TYPICAL ALL (4) WALLS UNO OR SHOWN WITHOUT WAINSCOT IN 15. WHITE INSULATION/COVER, SEE 606.6/T1.2. 16. SIGNAGE WITH BRAILLE, REFER TO 703/T1.2 SINGLE OCCUPANCY: TRIMCO, 529, BLUE, MENS: TRIMCO, 527, BLUE, WOMENS: TRIMCO, 528, BLUE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2019 City of Tukwila BUILDING DIVISION "ECEE"EP,, CITY UK15r,1J1 JUL 03 2019 PERMIT CENTER ryQ 1m;111 I IM: d0i4J1.1 . DI8sOS47 C�] CLARION PARTNERS NELSON Nelca Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com W 0 co a) nT, VJ a: W 0 CONSULTANT Submittals/Revisions: FOR PERMIT FOR REVIEW PERMIT REVISION 11/02/18 06/28/19 07/01/19 Sheet Title: INTERIOR ELEVATIONS & DETAILS Dote: 06/28/19 Design: Drown: Project No: Approved: Building No: 18.0004310.001 AS Sheet No: A5.1 COPYRIGHT NELSON 2019 (DOOR_FINISH 06/28719-10:35am 17.06 GWB PAINT TO MATCH EXISTING ADJACENT 5-1/2" x 1-5/8', 25 GA MTL STUD FRAMING 0 24" OC MAX (8) T:0P00R JAMB - HM GWB, PAINT TO MATCH EXISTING ADJACENT WALL BEYOND r EXT. DOOR HEAD - HM C DOOR SEALANT SHIM HM DOOR FRAME HM DOOR THRESHOLD BELOW DRIP EDGE SEALANT SHIM HM DOOR FRAME HM DOOR FLOOR FINISH MAIL ` SAME ON BOTH SIDES OF OPENING DOOR AND TRIM • Q DOOR AND TRIM Q DOOR AND TRIM RESIDENT FLOOR MATERIAL DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH •RUBBER BASE CARPET/CARPET TILE CONCRETE SLAB DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE SILL/FLOOR TRANSITION DRYWALL SCREW, (1) NEXT TO EACH RETAINER alp DOUBLE METAL STUDS EACH SIDE ROOM SIDE PASSAGE SIDE BUILDING STANDARD FRAME W/ METAL STOP GLASS, SEE DOOR SCHEDULE 7\J SIDELIGHT/RELITE JAMB \ „ SFAI ANT, TYP GLASS, SEE DOOR AND REUTE SCHEDULE TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN W/ METAL STOP / FINISHED FLOOR, SEE FINISH SCHEDULE er SIDELIGHT HEAD/SILL-TIMELY 423 CE) WALL TYPE AS SCHEDULED STEEL RUNNER DRYWALL SCREW, (1) NEXT TO EACH RETAINER CUP STEEL CASING WITH HEAT TREATED CASING RETAINER CLIP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED INT. DOOR HEAD - TIMELY WALL TYPE AS SCHEDULED 20 GA STEEL STUD STEEL CASING WITH HEAT TREATED CASING RETAINER CUP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED INT. DOOR JAMB - TIMELY Q DOOR AND TRIM CARPET OVER PAD. IF CARPET TILE (1/4) OR WALK -OFF MAT (5/8") - FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION - REFER ALSO TO GENERAL NOTES DOOR 3/B'x1-1/2' BRUSHED ALUM. ANGLE SECURED TO SLAB TILE CONCRETE SLAB OR RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP TILE DOOR/RELITE SCHEDULE OPENINGS FRAMES DETAILS REMARKS ROROOM # M NAME TYPE SIZE (W x H) THICK. MATERIAL GL NSUL RA'i G H WE DOOFINisHR TYPE MATERIAL FINISH HEAD JAMB SILL 100A OPEN OFFICE STOREFRONT 3'-0' X 7'-O' PER MANUF. METAL/GLASS TIG Y - A FF 1 METAL FF 11/A3.1 7/A3.1 6/A3.1 101 TOILET 1 F 3'-0' X 7'-0" 1 3/4' WOOD - - - I CLEAR 1 METAL FF 3/A6.1 2/A6.1 6/A6.1 102 TOILET 2 F 3'-O" X T-0' 1 3/4" WOOD - - - I CLEAR 1 METAL FF 3/A6.1 2/A6.1 6/A6.1 103 OPEN OFFICE F 3'-0' X T-0' 1 3/4' WOOD - - - H CLEAR 1 METAL FF 3/A6.1 2/A6.1 6/A6.1 104 CONFERENCE F 3'-0' X T-0' 1 3/4" WOOD - - - E CLEAR 4 METAL FF 3/A6.1 & 4/A6.1 2/A6.1 & 5/A6.1 6/A6.1 & 4/A6.1 105 OFTCE 2 F 3'-0' X 7'-0" 1 3/4 WOOD - - - B CLEAR 4 METAL FF 3/A6.1 & 4/A6.1 2/A6.1 & 5/A6.1 6/A6.1 & 4/A6.1 106 OFFICE 1 F 3'-O" X 7'-O' 1 3/4' WOOD - - - B CLEAR 4 METAL FF 3/A6.1 & 4/A6.1 2/A6.I & 5/A6.1 6/A6.1 & 4/A6.1 107 WAREHOUSE F 3'-0' X 7'-0' 1 3/4' HM - - - A PAINT 1 HM PAINT 7/A6.1 8/A6.1 EXTERIOR DOOR/RELITE TYPES: PER DOOR SCHECULE f F (FLUSH) PER DOOR SCHEDULE is PER DOOR SCHEDULE b1- ,TG STOREFRONT FINISH SPECIFICATIONS: FLOOR FINISHES: FLOOR FINISH TO BE CPT-1, U.N.O. CPT 1 CPT LVT CARPET, BROADLOOM SHAW CONTRACTOR GROUP TERRA BL, 5A037, 37500, BLACK GUM CARPET, TILE SHAW CONTRACTOR GROUP REVERSE, 5T069, ZONE, 69505 MONOLITHIC INSTALLATION LUXURY VINYL TILE FLOORING SHAW CRETE 0203V, HAZE 03720 Al RESILIENT SHEET FLOORING M ARMSTRONG, CONNECTION CORLON 88717, OTTER GRAY R 2 SLR 1 L VCT ARMSTRONG, STANDARD EXCELON 51927, FIELD GRAY WA WALL FRP 1 FIT SEALED CONCRETE CLEAR WALK OFF MAT (AT MAIN SUITE ENTRY AND ALL ENTRANCES/DOTS TO/FROM WAREHOUSE) CONNEXUS SUPER NOP 52, GRIS/CHARCOAL LL FINISHES: FINISH TO BE PT-1, U.N.O. PAINT (GENERAL) SHERWIN WILLIAMS, SW 7014 EIDER WHITE PAINT (ACCENT) SHERWIN WILLAMS, SW 7017 DORIAN GRAY PAINT (ACCENT) SHERWIN VAWAMS SW 7015 REPOSE GRAY FRP (WAINSCOT) MARUTE P-151, LIGHT GRAY PLASTIC LAMINATE (ALT WAINSCOT) FORMICA D315-60, PLATINUM WINDOW TREATMENT: WT 1 YET 2 FRAME TYPES: PER SCHEDULE 1 1 2'-D" LINO PER SCHEDULE I f f TG B 0 a - WALL BASE: WALL BASE TO BE 8-1, U.N.O. B RESILIENT BASE ROPPE, 193 BLACK/BROWN, 4' 1 4 MILLWORK FINISHES: pl PLASTIC LAMINATE (BASE &/OR UPPER) Fri WILSONART 8201K, GREY ELM PL 2 PLASTIC LAMINATE (COUNTERTOP) NEVAMAR EASY ELEGANCE VA5002-T WINDOW TREATMENT ROLLER SHADE, MANUAL OPERATION, INSIDE MOUNT HEADER, OUTSIDE MUWON PHIFER, SHEERWEAVE, BASIC, COLOR: WHITE/PLATINUM, 3% OPENNESS, CONTINUOUS CONTROL CHAIN, ANCHORED TO WALL, FASCIA: ANODIZED ALUMINUM TO MATCH STOREFRONT WINDOW TREATMENT - ALTERNATE MINI -BOND, METAL, 1", INSIDE MOUNT FINISH: ALUMINUM DOOR HARDWARE NOTES: TYPE A: TYPE B: TYPE C: TYPE D: TYPE E: TYPE F: TYPE G: TYPE H: TYPE I: TYPE K: TYPE L TYPE M: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP OFFICE TYPE LOCKSET OFFICE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPUED DOOR SWEEP PUSH/PULL, CLOSER PASSAGE SET PASSAGE SET, CLOSER STOREROOM LOCKSET, CLOSER STOREROOM LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPUED DOOR SWEEP PRIVACY WnH 'IN USE' INDICATOR CARD READER WITH KEY OVERRIDE, FAIL SAFE, CLOSER STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON INACTIVE LEAF, MANUAL FLUSH BOLTS AT TOP AND BOTTOM EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND ADJUST EXISTING HINGES AND CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404), NEW WEATHERSTRIPPING DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF IBC 1010.1.9 AND ANSI A117.1 SECTION 404, AS SUMMARIZED ON T1.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1' HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 4. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, UON. 5. EXTERIOR DOORS (STOREFRONT/ENTRANCE) TO BE 2"X4 1/2', CENTER GLAZED, MEDIUM STILE, THERMALLY BROKEN, ALUMINUM STOREFRONT. KAWNEER OR APPROVED EQUAL. FINISH TBD OR TO MATCH EXISTING ADJACENT. 6. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, UNIFORM WHITE BIRCH, ROTARY CUT, NATURAL, CLEAR /00 FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH, BLACK. ALTERNATE 000R FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED FACTORY FINISH (WESTERN INTEGRATED, SERIES 300, 1" SOUARE TRIM OR EQUIVALENT). 7. IG INDICATES INSULATED GLAZING, TYP. B. TG INDICATES TEMPERED GLAZING, TYP. 9. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 11. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U-FACTOR. 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER WSEC C402.4.6. 13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 14. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. 15. ROOM FINISH SCHEDULE FLOOR BASE WALLS CEILING ROOM ROOM NORTH EAST SOUTH WEST REMARKS SUBSTRATE # NAME MATERIAL FINISH FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL HEIGHT 100 OPEN OFFICE EXIST. CPT-1/WOM-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP i9'-0' AFF 101 TOILET 1 EXIST, R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT- 1/FRP-1 GWB PT-1/FRP-1 GWB ±8'-0' AFF - SEE 18/A5.1 102 TOILET 2 EXIST. R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB ±8'-O' AFF SEE 18/A5.1 103 HALLWAY EXIST. CPT-1/WOM-1 B-1 GWB PT-1 GWB PT-1 NB PT-1 GWB PT-1 ACP ±10'-O' AFF 104 CONFERENCE EXIST. CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP i10'-0" AFF 105 OFFICE 2 EXIST. CPT-1 B-1 GWB PT-1 GWB PT -I GWB PT-1 GWB PT-1 ACP ± 10'-O' AFF 106 OFFICE 1 EXIST. CPT-1 B-1 GWB PT-1 GWB PT -I GWB PT-1 GWB 17-1 ACP i10'-O' AT 107 BREAK RM EXIST. LVT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP i10'-0' AFF ROOM FINISH GENERAL NOTES: 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE 12. NEW SEAL WHERE SAW -CUT AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT-1, UON. 3. RUBBER BASE, B-1 THROUGHOUT, UON. 4. CARPET, CPT-1 THROUGHOUT, UON. 5. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT-1, LATEX WITH FLAT FINISH, UON. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT-1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UON. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEIUNG TILE AND GRID SPECIFICATIONS. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 8. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (I) COAT OF PVA SEALER. 16. 9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 10. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE. 18. 11. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. 13. 14. 15. 17. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. PLASTIC LAMINATE, PL-1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UON. PLASTIC LAMINATE PL-2 AT ALL COUNTERTOPS AND BACKSPLASHES, UON. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET. WHERE FLOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-D" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:2D (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE B. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. PROVIDE NEW WINDOW BLINDS (WT-1) AT ALL EXTERIOR WINDOWS AND INTERIOR REUTES. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 092019 City of Tukwila BUILDING DIVISION RECEVEC, CITY OF) ut..Vi JUL 03 2019 PERMIT CENTER REVISION NO, _ PIS-0M7 GrJ CLARION PARTNERS NELSON Net° Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com _ ac O Cl) I. cc' a) co cc W 0 0 0 2 Q se I` CONSULTANT 10194 STATE OF WAS TON V Submittals/Revisions: FOR PERMIT FOR REVIEW PERMIT REVISION 11/02/18 06/28/19 07/01/19 Sheet Title: DOOR AND FINISH SCHEDULE Dote: Design: 06/28/19 Drawn: Project No: Approved: Building No: 18.0004310.001 AS Sheet No: A6.1 COPYRIGHT NELSON 2019 NOTE: WALL INFILL TO UNCONDITIONED SPACE ROD AND SEALANT J TRIM (2) LAYERS ff 15 BUILDING PAPER OVER EXT. SHEATHING 1/2" SHEATHING 6" x 1-5/8", 25 GA MTL. STUD FRAMING 0 24" OC MAX WI R-21 BATT INSULATION AND FSK-25 VAPOR BARRIER (3) COAT EXTERIOR STUCCO SYSTEM: 1. SCRATCH COAT 2. BROWN COAT 3. FINISH COAT EXPANDED METAL MESH DRAINAGE MAT 6" WIDE SELF ADHESIVE WATERPROOF MEMBRANE TO FACE OF EXISTING SHEATHING GALVANIZED METAL WEEP SCREED CONTINUOUS 24 GA. GALVANIZED BASE WALL FLASHING EXISTING CONCRETE FOUNDATION EXTERIOR WALL INFILL GWB FIRE TAPED SILL SEALER EXISTING CONC. SLAB SIM: RR PLUMBING WALL SOUND BATT INSULATION 6" 20 GA CEIUNG JOISTS 0 24" OC - MAX 1/2" DEFLECTION (L/240) WATER RESISTANT GWB CEILING WATER RESISTANT GWB OVER 6" x 1-5/8", 25 GA MTL STUD 0 24" OC MAX 1/2" DEFLECTION (L240) W/ R-19 BATT INSULATION W/ FSK-25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS MTL STUD RUNNER ATTACHED TO EXST CONC SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS SIM: USE WALL TYPE 1 STUD SIZE & TYPE 8- #12 GA VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS • IIIIIIWIIIIIIIIIIIIIIIWIII!IIWIIAIIIIWW 1/8" POP RIVET 0 ALL MEMBERS ONE WALL WALL ANGLE 4 - #12 GA SEISMIC SPLAY BRACE WIRES 2 - #12 14 GA SCREWS 0 STUDS TO T BAR MAIN RUNNER SCHEDUI F STAID SIZE & GA 1-5/8" x 20 GA SS 2-1/2" x 20 GA SS 3-1/2" x 20 GA SS 800S200-54 1-5/8" x 20 GA WC NOTE: ATTACH DOUBLE ACP S IIIIIIIIWIIIIIIIIIIIIIIIIIIIIIIIIWIIIIIIIII 8" MAX. PROVIDE 3/4" SPACE OPPOSING WALL - MAIN RUNNER OR CROSS TEE PARTTDON AS SCHEDULED CROSS TEE MTL STUD COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH 0 PURLIN ABOVE W/ 218 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. 45° TYPICAL 45° TYPICAL MAX. HT OF COMPRESSION STRUT SINGLE STUD DOUBLE STUD 7'-8' 11'-8" 7'-7' 16'-6" 7'-4 22'-9" 29'-0" 10'-0" 11'-6" STUD WEB TO FLANGE W/ #6 SCREW 0 18 OC yFROICGONTIINUOPS )INSULATION NGENTI TO RTEOLYP ABOVE i ^(R-38N J` A `/y` FROM SAGGING. PATTERN TO KEEP INSULATION C1L R.R. ,IIIINIR.IIIIIJIIJ N OFFICE DIAGONAL STRAP BRACING W/ GUSSET PLATE AND ATTACHMENT, PER STRUCTURAL FLAT JOIST BRACE 0 48" OC, PER STRUCTURAL FALSE CEIUNG FRAMING. SEE SHEET A2.2 FOR JOIST SIZE. SUSPENDED ACOUSTICAL CEILING, HUNG FROM FALSE ROOF DECK - NOT DESIGNED FOR ANY LIVE LOADING 6" 20 GA CEILING JOISTS 0 24" OC - MAX 1/2" DEFLECTION (L/240) 5/8" 'TYPE X' GWB OVER 3-5/8" X 1-5/8" 20 GA METAL STUDS 0 24 OC W/ SOUND BATTS, CEILING PER PLAN METAL STUD RUNNER ATTACHED TO EXISTING CONC. SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN, 18" OC RR/OFFCE PARTITION I!� INL11 IIIL.IdmRgll OFFICE INom H �i� r .. .. .. .. .. .. .. .G. ...�r ... ... ... S... ..I .I WEE 4 R-38 CONTINUOUS BATT INSULATION ENTIRELY ABOVE DECK (TYPICAL). PIN WIRE OR STRING TO TOP OF FRAMING IN ZIG-ZAG PATTERN TO KEEP INSULATION FROM SAGGING. 1 1/2"x 1 1/2"x 3 1/4" LONG, MIN X 16 GA CLIP W/ (2) #8 SCREWS THRU JOIST WEB AND THRU TRACK, TYPICAL. TRACK TO MATCH JOIST DEPTH AND MIL. W/ (3) 98 SCREWS TO EACH WALL STUD, TYP. FALSE CEILING FRAMING, SEE SHEET A2.2 FOR JOIST SIZE. SUSPENDED ACOUSTICAL CEILING, HUNG FROM FALSE ROOF DECK - NOT DESIGNED FOR ANY LIVE LOADING 5/8' 'TYPE X' GWB, FIRETAPED ONLY ON WAREHOUSE SIDE - FINISH AS SCHEDULED ON OFFICE SIDE, OVER 6" x 1-5/8", 25 GA MTL. STUD FRAMING 0 24" OC MAX 1/2" DEFLECTION (L240) w/ R-21 BATT INSULATION W/ R10 CONTINUOUS RIGID INSULATION AND FSK-25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS MTL STUD RUNNER ATTACHED TO EXST CONC SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 I/4" PENETRATION MIN, 24" OC OFFICE DEMISING WALL SIM: USE RESTROOM CEILING TYPE WHEN INSTALLED IN THE BUILDIING THERMAL ENVELOPE, LIGHT FIXTURE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. CASKET OR CAULK, TYPICAL ALL (4) SIDES SUSPENDED ACOUSTICAL CEILING FLUOR. LIGHT SECTION 1/2" = 1'-0' • • • " CONCRETE' TILT -UP PANEL.° • ,, b 4- ° e R-38 CONTINUOUS BAIT INSULATION ENTIRELY ABOVE DECK (TYPICAL). DIAGONAL STRAP BRACING W/ GUSSET PLATE AND ATTACHMENT, PER STRUCTURAL & 16/A8.1 JOIST BRACE 0 48" OC, PER STRUCTURAL & 16/A8.1 1 1/2"x 1 1/2"x 3 1/4" LONG, MIN X 16 GA CLIP W/ (2) #8 SCREWS THRU JOIST WEB AND THRU TRACK, TYPICAL. TRACK TO 51 MATCH JOIST DEPTH AND MIL. W/ (3) #8 SCREWS TO EACH WALL STUD, TYP. FALSE CEILING FRAMING, SEE SHEET A2.2 FOR JOIST SI :4 — OFFICE R 21 BAIT INSULATION STICK PINNED TO CONCRETE WALL WITH CONTINUOUSLY TAPED WHITE VINYL FACED VAPOR BARRIER ABOVE FURRING 5/8" 'TYPE X' GWB OVER 3-5/8" X 1-5/8' 20 GA METAL STUD FURRING 0 24" OC MAX 1/2" DEFLECTION (L240) W/ R-13 BATT INSULATION W/ FSK-25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS. SUSPENDED ACOUSTICAL CEILING, HUNG FROM FALSE ROOF DECK - NOT DESIGNED FOR MY LIVE LOADING R 13 BATT INSULATION BETWEEN EXISTING CONCRETE PANEL AND FURRING METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32' DIA LOW -VELOCITY POWER -DRIVEN FASTENER ', W/ 1 1/4" PENETRATION MIN, 18" OC PERIMETER FURRING STRUCTURE/FALSE ROOF DECK ABOVE HILT! X-ZF2OTHP W/ h" MAX EMBEDMENT 2-#10 SELF -TAPPING SCREWS GWB OVER 3-5/8" x 1-5/8', 25 GA MTL STUD FRAMING 0 24" OC 2 BRACE: 8" METAL STUD OR 3/4" DIA RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. ALTERNATE (180') DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE A5 11411011 116,,�.t +!-- minim IIi M III ICI III "I I811111ITIIIII1111IF II `11,4 I OFFICE 4Foal r SPACE BRACE AT 8'-0" OC MAX. ALTERNATE DIRECTION (180') EVERY BRACE OR PER LOCAL JURISDICTION SOUND BATT INSULATION IN WALL AND SPANNING PARTITION ABOVE CEIUNG WHERE INDICATED SCREW TO TRACK WITH (2) f10 SELF -TAPPING SCREWS NOTCH CEILING TILE AS REQ'D PROVIDE AT ALL PARTITIONS "L" METAL TRIM AT TOP OF WALL, TYP SUSPENDED ACOUSTICAL CEILING (ATTACHED TO STRUCTURE ABOVE) METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS INTERIOR PARTITION IA: PROVIDE SOUND BATTS IN WALL ONLY 18: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2'-0" EACH SIDE OF WALL 1C: GWB CEILING CEILING NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED JUL 09 2019 City of Tukwila BUILDING DIVISION PER: 2015 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 808). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10 SECTION 13.5.6 (REFERENCED IN IBC 1613.1). GENERAL RECOMMENDATIONS A. REFERENCED SOURCES PER HLERDRCHY: 2015 INTERNATIONAL WILDING OWE (IX), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10), AMERICAN SOCIETY OF TESTING MATERIALS (ASEAN C 635, A5TA1 C 63E, ASTM E 5801E 580M), AND CEILINGS AND INTERIOR STsI trim CONSTRUCTION ASSOCIATION (CAA). B PARTITIONS THAT ARE TIED TO THE CEILING MID ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. SOURCE: ASCE 7-10 SECTION 13.5.8.1 C. All MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASTM E580 SECTION 5.1.1 D. CEILINGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WALLS CONIECTED TO THE STRUCTURE ABOVE ARE DIE/APT FROM THE SEISMIC DESIGN REQUIREMENTS. SOURCE ASTM E580 SECTION IA E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS MID ABATED CCMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. SOURCE: ASTM 680 SECTION 3.2 F. ALL WIRE TIES ME TO BE THREE TIGHT TURNS MOUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER SOURCE: ASTM C636 SECTION 2.3.4 G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6 LATERAL FORCE BRACING H. CEILINGS CONSTRUCTED OF SCREW -OR -NAIL -ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ME SURROUNDED BY AND CORRECTED TO WALLS OR SOFFITS THAT ME LATERALLY BRACED TO THE STRUCTURE ABOVE ME EXEMPT FRCM SEISMIC DESIGN REQUIREMENTS. SOURCE ASCE 7.10 SECTION 13.5.6.2.2 EXCEPTION 2, AS1M ES80 SECTION 1.7 I. CEILING AREAS 1W1000 FT2 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS, SOURCE: ASTM E580 SECTION 1.6 1. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) MID BEGIN NO FARTHER THAN 6 FEET FROM WAILS. SOURCE: ASTM E580 SECTION 5.2.8.2 K SEISMIC SPLAY WIRES ME TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ME ARRAYED 90° FROM FAOH OTHER MID AT Ni ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. SOURCE: ASTM E5B0 SECTION 5.2.8.2 L SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY on SUPPORTA DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR TIE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER LS GREATER SOURCE: CISCA ZONES 3-4 M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SNINrE: ASTM E580 SECTION 5.2.82 N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 5.2.8.4 0. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: ASPM E580 SECTION 5.2.81 P. THE VERTICAL STRUT MAY BE BIT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. WALL MOLDINGS Q. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ME REQUIRED TO HAVE A HORIZONTAL RANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A'% INCH CLEARANCE FROM THE WALL AND FREE TO SLICE. SOURCE: ASTM E582 SECTION 5.2.2, SECTION 5.2.3 SPREADER BARS R TEIUIINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8IN. CF EACH WALL. SOURCE: ASP4 680 SECTION 5.2.4 S. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ME ATTACHED DIRECTLY TO CLOSURE ANGLES SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WAIL HANGER (SUSPENSION) WIRES T. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE SA) COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: ASIR C636 SECTION 2.1.4 U. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET CIF CENTER SOURCE ASTM C636 SECTION 21 V. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: CISCA ZONES 3-4 CITY OF I tJ Va!' W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. SOURCE: AS114680 SECTION 5.2.6 K WIRES SHALL SUSPENSION. NOT ATTACH TO OR BEND TPAPQE SUSPENSIONS SHALLMOUND SIZED SRFERING MATERIAL OR TO RESIST THE DEAD LOAD AND LATERALFORCES IPMENT. TRAPEZE RCESOU EQUIVALENT FORODEVICE SEISMIC MBIC CATEGORY. USED SOURCE:ERE A�STM 68D SONS ECTIIODIRECT a 11 IL 03 2019 ELECTRICAL FIXTURES Y. LIGHT FIXTURES WEIGHINGSED LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE THIS WIRE MAY BE SLACK PERMIT C -TITER 2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLAOC SOURCE: ASTM E580 SECTION 5.3.5 AA LIGHT FIXTURE WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM E580 SECTION 5.3.6 AB. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOLF USING THE CEILING SUSPENSION bysbtM FOR DIRECT SUPPORT. SOURCE: ASTM E580 SECTION 53.7 AC. TANDEM FIXTURES MAY UDIIZE COMMON WIRES. MECHANICAL SERVICES AD. TERMINALS OR SERVICES WEIGHING LEES TRAIT 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1 AE. TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK SOIRGE: A51M E580 SECTION 5.42 AF. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL SE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS SOURCE: ASIR 680 SECTION SA.3 SEISMIC SEPARATION JOINTS AG. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ME PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. SOURCE: ASCE 7.10 SECTION 13.5.6.2.2 B SPRINKLERS M. FOR CEILINGS WI !ROUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE I INCH FREE MOVEMENT SHAD. BE PERMITTED AS AN ALTERNATE. SOURCE: ASTM E580 SECTION 5.2.8.5 e CLARION PARTNERS NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com 0 LL_ 0 Lu Co 0 -J LLJ Z cc 0 0 Z a_ CO _J aJ_ c CONSULTANT 10194 STATE OF WAS Submittals/Revisions: FOR PERMIT FOR REVIEW PERMIT REVISION 11/02/18 06/28/19 07/01/19 NEC.!/En A P18 0517 Mp.L”1"I1?.' Uri 1.1.1,—.7 ; 1 ii6.ISi{'<l i� .TINT._. -.-.. Sheet Title: WALL TYPES Dote: 06/28/19 Design: Drawn: Project No: Approved: Building No: 18.0004310.001 AS A8.1 SUSPENDED ACP DETAIL Sheet No: COPYRIGHT NELSON 2019 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location- Seattle South Business Park Building 2 2 DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2015 Intemalional Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not sped ed, shall be the latest edition. 3. DESIGN LOADS a. Seismic b. Wind Load e. Load Combinations Risk Category II Ss = 1.427, 0.532, le = 1.0, Site Class -D' and SDS = 0.9515D1= 0.532. Seismic Design Category = IT - Risk Category II Basic wind speed (3 sec. gust) VULT= 110 mph Exposure B Kzt=1.0 IBC Load Cases per sec. 1605.2.1 or 1805.3.1 only Kd = 0.85 Importance factor 1.0. All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. CONCRETE F'c=3000 PSI. @ 28 DAYS 5-1/2 SACKS MINIMUM CEMENT PER CUBIC YARD. USE TYPE I/II CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE CEMENT MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4' MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATEWCEMENT RATIO = 0.49. 3/4' CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS ' WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED. CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER -PLASTICIZER AT THE CONCRETE PLANT. 00 NOT USE FLY ASH OR OTHER, NON-PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615. GRADE 60 (fr60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS. 1'-10' MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'-10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH 'ACI MANUAL CF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES'. WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM Al B5, REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES WEATHER & EARTH FACE 1-1/2 INCHES FORMED SURFACES INTERIOR FACE 314 INCHES SHOULD THE REINFORCING SUPPLIER AND/OR DETAILER CHOOSE TO USE SOFT METRIC. EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: 114/#13' NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "ASC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', AND THE 'CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A-992 (Fy=50,000 PSI) OTHER SHAPES AND PLATES ASTM A-38 (Fy=36,000 PSI) TUBE COLUMNS ASTM A-500, GRADE B (Fr-46,000 PSI) WELOHEAD STUDS ASTM A-108 (Fy=55,000 PSI) ALL -THREAD ASTM F1554, GRADE 36 (Fy=36,000 PSI) MACHINE BOLTS ASTM A-307 HIGH STRENGTH BOLTS ASTM A-325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A-325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED 'SNUG TIGHT' ONLY EXCEPT AT FRAMES. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A-325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 ' CODE FOR WELDING IN BUILDING CONSTRUCTION'. WELDS NOT SPECIFIED SHALL BE 1/4', CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70X0C ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS: CONCRETE HILTI KWIK BOLT T2 PER ESR-1917 CMU HILTI KWIK BOLT 3 PER ESR-1385 ADHESIVE ANCHORS: CONCRETE HILTI HIT -RE 500 V3 PER ESR-3614 MD HILTI HIT-HY 200-R PER ESR-3187 CMU HILTI HIT-HY 270 PER ESR-4143 UNREINFORCED MASONRY HILTI HIT-HY 270 PER ESR-4144 CAST IN PLACE ANCHORS: CONCRETE EMBED PER PLANS MD SECTIONS CMU EMBED PER PLANS AND SECTIONS SCREW ANCHORS: CONCRETE CMU HILTI KWIK HUS-EZ (KH-EZ) AND HUS-EZ I (O{EZ I) PER ESR-3027 HILTI KWIK HUS-E2 (KH-EZ) PER ESR-3058 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER AG 318 - 14 SECTION 17.1.2 INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318 -14 SECTION 17.8.22. FOLLOW INSTALLATION PROCEDURES OF ESR REPO RE 500 V3 PER ESR-3814RT AND MANUFACTURERS INSTRUCTIONS. PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. CONC. EXPANSION & MASONRY ANCHORS & DRILLED -IN DOWELS: COPY OF ICC REPORT FOE ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. STEEL: IN ACCORDANCE WITH TABLE 1704.3 OF IBC AND REFERENCED STANDARDS. CONTINUOUS INSPECTION: SLIP -CRITICAL (SC) HIGH STRENGTH BOLTED CONNECTIONS. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. NON-DESTRUCTIVE TESTING IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS- SHOP AND FIELD. MULTIPASS FILLET WELDS. SINGLE -PASS FILLET WELDS GREATER THAN 5/16-INCH. WELDING OF REINFORCING IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. PERIODIC INSPECTION: VERIFY HIGH -STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16-INCH OR LESS. FLOOR AND ROOF DECK WELDS. COLD -FORMED STEEL FRAME WELDING. WELDING OF STAIRS AND RAILINGS. WELDING OF STUDS. VERIFiCATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A-706. WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ABBREVIATIONS ARCH. BAL. B. BTWN. BLDG. BRG. C.I.P. C.J. CL CLR. CMU COL. CONC. C.S.J. EA E.E. E.F. E.J. EL. E.N.W. EQ. E.S. E.W. F.O.C. F.O.S. F.O.W. FTG. GA GALV. G.W.B. H. I.B.C. I.C.C. IF INC. K L.W. ARCHITECT BALANCE OR BOT. BOTTOM BETWEEN BUILDING BEARING CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CLOSURE STRIP JOINT EACH EACH END EACH FACE EXPANSION JOINT OR ELEV. ELEVATION OR ENW ENGINEERS NORTHWEST EQUAL EACH SIDE EACH WAY FACE OF CONCRETE FACE OF STUD FACE OF WALL FOOTING GAGE HOT DIP GALVANIZED GYPSUM WALL BOARD OR HORIZ. HORIZONTAL INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE FACE INCLUDING KIP (1000 POUNDS) LONG WAY 4 (E) TOP OF WALL STEEL CHANNEL TOP OF WALL (E) 5-1/2' PRECAST CONC. PANEL (E) 8'-O'k10-0' DOCK OPENING 10'-0' TOP OF OPENING (E) 6' SLAB ON GRADE 0'-0 • M.B.S. N.F. N.T.S. oc O.F. O.& O.T.O. PL REINF. REM. R.O. SECT. SIM. S.J STL. SW SYMM. T. T.O.B. T.O.F. TA.S, T.O.S. T.O.W. TYP. U.N.O. V.EF. VERT. V.F.F. VFY V.I.F. V.N.F. V.OF. w/ w/o W.H.S. DTL. 2c DTL 2a �E 7 OTL. 2a DR. 26 3'-101f4' METAL BLDG SUPPLIER NEAR FACE NOT TO SCALE ON CENTER OUTSIDE FACE OUTSIDE OUT TO OUT PLATE REINFORCING REMAINDER ROUGH OPENING SECTIONS SIMILAR SHRINKAGE JOINT STEEL SHEARWALL SYMMETRICAL TOP TOP OF BEAM TOP OF FOOTING TOP OF STEEL TOP OF SLAB TOP OF WALL TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL EACH FACE VERTICAL VERTICAL FAR FACE VERIFY VERTICAL INSIDE FACE VERTICAL NEAR FACE VERTICAL OUTSIDE FACE WITH WITH OUT WELD HEAD STUD AT (N) HSS 4x4x1/4 STRONGBACK, CENTERED BETWEEN DOCK OPENING (N)10'-0-x10'-0" DOCK OPENING b ELEVATION NOTES: 1.) CONCRETE ANCHORS: USE 5/813 ALL THREAD ROD w/ADHESIVE & INSPECTION PER GENERAL NOTE. 3.) DO NOT SUBSTITUTE OTHER ADHESIVES WITHOUT PRIOR WRITTEN AUTHORIZATION FROM E.N.W. 4.) DO NOT OVER CUT OPENINGS AT CORNERS, TYPICAL. 5.) CONTRACTOR TO VERIFY THAT NO VERTICAL WALL JOINTS OCCUR WITHIN THE NEW OPENING AND STRONGBACK SPACE. 0 rn SAW -CUT (E) WALL PANEL, DO NOT OVER CUT AT CORNERS LIGHTLY GREASE DOWEL THIS SIDE PRIOR TO POUR & AFTER EPDXY TO EXIST. SLAB NEW 8" CONCRETE SLAB ON GRADE w/ #4 @ Inc EA. WAY @CL VEY. 1 TO MATCH EXIST. NEW SLAB EXIST. SLAB 5xc'-cS,r; ,1 a o0 COMPACTED rooi0ool SUBGRADE BY OTHERS 1/4- = EXIST. SLAB w W 5/8 x 9" SMOOTH ROUND DOWELS @ 18' cc EPDXY TO EXIST. SLAB w/ADHESIVE PER GENERAL NOTE. EMBED 4 1/2" w/ SPECIAL INSPECTION, ORIENT PERPENDICULAR TO EXIST. SLAB SAW CUT EDGE AND LEVEL w/ HORIZONTAL PLANE SLAB REPAIR/REPLACEMENT SECTION 3/4" = 1'-0" 50-0' 50'-0' S.J. 2'-6" CONT. FTG. TYP. 6" CONC. WALL TYP. Sr. S.J. -J 1 S.J. L c'6' CONCRETE SLAB ON GRADE OVER SUB -BASE, REINF. w/ 4/4 @ 18-oc EA WAY., ,CENTERED, TYP. SLAB REPLACEMENT PER ARCH. \ J L r L =( CO y e CO 1 I I I I PARTIAL FOUNDATION PLAN NOTES: 1.) TOP OF EXISTING SLAB ON GRADE IS AT ELEVATION 0'-0' 2.) FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 3.) VERIFY ALL DIMENSIONS w/ ARCH. / tl4 - /J/ PL 12' x H.S.S. WIDTH l', w/ (2) 5/8'0 ALL -THREAD ROD (E) TOP OF WALL STEEL CHANNEL Lis 4x 4x 3/0x 0'4' EA. SIDE H.S.S. w/ 518'0 ANCHORS (EMBED 5 5/B" MIN.) SEE NOTES BELOW ELEV. 2/SI.1 TYP. TOP, BOT. & NEAR SIDE TYP. @ ALL ANGLES DETIL 2c DETAIL 2b MAXIMUM SPACING & LOCATION PER PLAN V4 x 1)8" SOFT -CUT JOINT SLAB PER PLAN SHRINKAGE JOINT (S.J.) SECTION :go D,ftota0. 00 - 0 o0aaa o0 3/4' =1'-0' 5 2 #5 (1 E.F #4 CONT. rr #4 1@ 18'oc T. HOLD 1/8" = 1'-0' DRIVE UP RAMP, REINF. PER PLAN #4@Tree EA 11/2'CLR. WAY CENTERED (E) SLAB -ON -GRADE. SLAB REPOR PER 3/S1.1 2'-0' a _ 0 (PER PLAN) 2 0 J Q U FOOTING DRAINS PER SOILS REPORT - a SECTION N @ SECT. TYP. EXTEND WALL UP TO FORM RAIL SEE ARCH. FOR CONFIGURATION REINF. IS SAME AS NOTED FOR 6' CIP WALL Not @ 12-ac I FOOTING DRAWS PER ARCH. SEE ARCH. DWGS. FREE DRANING BACK FILL WEEP HOLES ET-0"oc #4 @ 16'oc 3 #5 TOP. & 2 #5 BOT. #3 NOSING BAR 4" MIN. 11/2'/ CLR. #4 @1B'oe B. EA. WAY VAPOR BARRIER TYP. (1)#4 BOT. WALL FTC. BEYOND U SECTION VARIES V (E) 5-1/2' PRECAST CONC. WALL (E) INTERIOR SLAB -ON -GRADE ) (E) CONT. WALL FTG. SECTION REINF. 6- SLAB w/ #4 @ 18"oc E.W. @ SLAB MID -DEPTH 6 C.I.P. w/#4@1B'o EW. II -4 I(E) 5-112' PRECAST I i' CONC. WALL I I ( #4 x 1T DOWEL @ 18"oc w/ SIMPSON SET-XP (EMBED 3-1/2) NC. RAMP, REINF. PER PLAN, ELEV. VARIES 3/4' =1'-O" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 09 2019 City of Tukwila BUILDING DIVISION #4x12'DOWEL @ 16'oc w/ SIMPSON SET-XP (EMBED 3-1/2') COMPACTED FILL TYP. UNDER STAIRS rin CITY OF itiA VSLA JUL 03 2019 PERMIT CENTER REVISION NO, _t. 0 s N DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION d z DATE DRAWING REVISIONS 0 7 GENERAL NOTES, FOUNDATION PLAN AND DETAILS N CD C 5 m < W a�co m < W cy CDaQ W m J = Q H O D W O CO U) W J H H 'C W JOB NO: 77071021 ENGINEER: B. CHENG DRAWN: DATE: 08.26-2019 S1.1 DI$-DM7EEN ABBREVIATIONS APPROVED BY: _L R AB AC A/C ACP ACT ADH AW AF AFF AFU AL ALT ANGLE CENTER UNE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDMONING ACOUSTICAL CEIUNG PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ACCESS FLOOR AT/ABOVE FINISH FLOOR AUTHORITY WAVING JURISDICTION ALUMINUM ALTERNATE AP ACCESS PANEL APC ACOUSTICAL PANEL CEIUNG APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BETW BETWEEN BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CABINET CB CATCH BASIN CBU CEMENTRIOUS BACKER UNIT CEM CEMENT CER CERAMIC CFM CUBIC FEET PER MINUTE CFT CONDUCTIVE FLOOR TILE CG CORNER GUARD CHBD CHALK BOARD CI CAST IRON CJT CONTROL JOINT CLF CHAIN LINK FENCE CLG CEIUNG CJ CONSTRUCTION JOINT CLK CAULKING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CORR CPT CT CTR CY DBL DEPT OF DIA DIAL DIM DISP DN DR OIL DWR DS DW DWG E EA EB EJ EL ELEC ELEV EM ENTER ENCL EP EWC EPX EQ EQUIP EST EX EXIST DOE FA EBO FCIC FCTY FD FDN FE FEC FF FIN FL FLG 10/31/18 • 420pm 17-087 T1.1 (COVER SH CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DRINKING FOUNTAIN(W/0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FLUOR FM FOC FOF FOIC F010 FOS FS FT FTC FRC FT10 FURR FUT FUTURE- RIO GA GALV GB GC GL GLB GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH BC D EC FC G HM N NCL NSUL NT PC JAN JT KIT KO KS LAM LAV LB LF LG UI LINO LKR LT MACH Man MAX MECH MEZZ MIR MN MIN MIR MISC MID MRGWB MTD MIL MULL N NIC NTS, NOM oA OC OD OFF OH OPH OPNG OPP PERP PFN PL PLANT PLYWD PNL PNT PR FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILA11ON/ AIR CONDITIONING HOT WATER HEATER NTERNATIONAL BUILDING CODE NSIDE DIAMETER/ DIMENSION NTERNATIONAL ELECTRIC CODE COUNCIL NTERNATIONAL FIRE CODE NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR NTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT UNEAL FOOT LENGTH LEFT HAND UNOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GWB MOUNTED METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY UNE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PSF PSI PT PTO PTD/R PTN PTR PVMT PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QT QUARRY TILE R RA RAD R&S RB RCP RD RD/0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RW RWL RISER RETURN AIR RADIUS ROD & SHELF RESIUENT BASE REFLECTED CEIUNG PLAN ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESIUENT ROOM ROUGH OPENING RESIUENT TILE RUBBER RAIN WATER RAIN WATER LEADER S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHO SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SHTG SHEATHING SIM SIMILAR SNK SINK SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL SSK SERVICE SINK ST STONE/STONE TILE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD SR STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD TB TOWEL BAR T&B TOP & BOTTOM TG TEMPERED GLASS THK THICK RG TEMPERED INSULATED GLAZING TO TOP OF TOC TOP OF CONCRETE TOP TOP OF PAVEMENT TOS TOP OF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TS TUBULAR STEEL N TELEVISION TYP TYPICAL UL UNDERWRITERS LABORATORY UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL VAR VARIES VCT VINYL COMPOSITION'11LE VERT VERTICAL VEST VESTIBULE VIN VINYL WIC VINYL WALL COVERING • WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRE GLASS WHSE WAREHOUSE WP WATER PROOF WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT XFMR TRANSFORMER YD YARD SYMBOLS COLUMN LINE/GRID UNE DOOR/RELATE NUMBER CORRESPONDS TO ROOM ENTERING we OKEY NOTE PARTITION TYPE E.1115129.11_11LIMBEE REVISION CLOUD AROUND REVISION --e 4 MATCH UNE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL OR ENLARGED PLAN DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES WINDOW SYMBOL A INTERIOR FVATION(S) B� ELEVATION Fl IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLE2� ROOM IDENTIFICATION TM.E3 ROOM NAME ROOM j ROOM NO. 78 71 PMT FINISHED CEILING HEIGHT PROPERTY UNE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9'-0 DENOTES CHANGE IN ELEVATION 7'-0• FINISH SYMBOL 1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.HA. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ME TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER STsIEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD 'AS -BUILT. SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPUCABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBUC AND/OR PRIVATE 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0' O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEIUNGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. PLUMBING FIXTURE REQ'S PROJECT DIRECTORY ARCHITECT/CONTACT: OWNER: GENERAL CONTRACTOR: CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 CLARION, SEATTLE SOUTH BUSINESS PARK TBD N VICINITY MAP ri) NTS • td • • is TAX PARCEL it 870021-0120 LEGAL DESCRIPTION TUKWIIA BSIP L17-0011. PLAT LOT: 12 CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: Aso .IA;er (206) 720-7001 iSSI®AOCRAFTARCHITECTS.COM Aso PATRICE JENSEN (253) 398-9004 PATRICEJENSENOCBRECOM CONTACT: TBD PHONE: EMAIL: CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IMC ZONING DISTRICT: EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER STSILM: FLOOR AREA; FIRST FLOOR OFFICE (NEW) (B) WAREHOUSE (EXISTING) (S-1) TOTAL FLOOR AREA OCCUPANCY WATER CLOSETS/URINALS LAVATORIES DF RATIO USE LOAD RATIO MALE FEMALE SINGLE OCCUPANCY RATIO MALE FEMALE SINGLE OCCUPANCY OFFICE (B) 15 1 PER 25 FIRST 50; THEN 1 PER 50 EXCEEDING 50 (7.5)-0.3 REQ (7.5)-0.3 REQ OCCUPANT LOADS OF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM - 1 PER 40 FIRST 80; THEN 1 PER 80 EXCEEDING 80 (7.5)-0.19 REQ (7.5)-0.19 REQ OCCUPANT LOADS OF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM - 1 FOR ANY OCCUPANCY EXCEEDING 30 FOR THE FIRST 150 OCCUPANTS; 1 ADDITIONAL FOR EACH 500 1 WAREHOUSE (S) 33 1 PER 100 (16.REQ .17(16.REQ 0.47 .17 0.47 1 PER 100 16.5EQ0.1 0.36 16.REQ .17 0.36 REQUIRED TOTALS TOTAL PROVIDED - - 2 - - 2 2 HI (HEAVY INDUSTRIAL) B (OFFICE)/S-1 (WAREHOUSE) III-B FULLY SPRINKLERED 1,499 SO FT 16,542 SQ FT 18,041 SQ FT FED: 01.11 i,;:proVJ cf c:.._.. of approved Fic.JZ Syr of 'MI' City-cf Ti* • "a BUILDING ';.:;';;-;DN Initials Date _.,_...._,.. F1_VIGICNS No chany..t ;h '• ni the scopP ofwork •.":'``nI Ta' NOT:. 17:: .,A;r' and m:y ....: l i C. SITE/BUILDING PLAN � N AREA OF WOFKC .VI111111IIua111DUIIIIIIMIIIIII111M l• •". PROJECT DESCRIPTION TENANT ALTERATION CONSISTING OF: • ADDITION OF NEW SPECULATIVE OFFICE SPACE WITHIN EXISTING WAREHOUSE • NEW ACCESSIBLE ROUTE TO SUITE ENTRANCE • NEW EXIT AT REAR OF SUITE INDEX OF DRAWINGS T1.1 GENERAL INFORMATION & SITE PLAN T1.2 ACCESSIBILITY GUIDELINES A0.1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A2.1 FLOOR & PLANS A2.2 REFLECTED CEILING PLANS A3.1 EXTERIOR ELEVATIONS & DETAILS A5.1 INTERIOR ELEVATIONS & DETAILS A6.1 DOOR & FINISH SCHEDULE A8.1 WALL TYPES 0::_z:-.znical E:: r,cal q Ing C ; Pijif3 PU': f „ , 'd PARKING REQUIREMENTS 1,499 SQ FT OFFICE 0 2.5/1000 4 STALLS 16,542 SQ FT WAREHOUSE 0 1/2000 9 STALLS TOTAL STALLS REQUIRED 13 STALLS ACCESSIBLE STALLS REQUIRED 1 STALLS TOTAL STALLS PROVIDED 29 STALLS ACCESSIBLE STALLS PROVIDED 2 STALLS SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM, SPRINKLER AND RACKING WORK. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE UGHTING REQUIREMENTS PER ATTACHED WSEC SPREADSHEET ENERGY REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE ENERGY REQUIREMENTS PER ATTACHED WSEC SPREADSHEET SHELL IS A SEMI -HEATED BUILDING AS DEFINED BY THE 2015 WASHINGTON STATE ENERGY CODE. WAREHOUSE SPACE TO BE HEATED BY GAS FIRED UNIT HEATERS WITH A MAXIMUM OUTPUT OF 8 BTUH/SF; COOLING IS NOT PROVIDED. OFFICE SPACE TO BE FULLY CONDITIONED. SLAB INSULATION IS EXCLUDED. bl? e 031-k NUV 01 2018 PERMIT CENTER CBRE ■ NELSON C •rehl t•ets 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com W co Cl) W a) Co V cc W 0 U_ U 0 co Z 5 m REVIEWED FOR CODE COMPLIANCE APPROVED NOV s41 City of Tukwila BUILDING DIVISION Submittals/Revisions: FOR PERMIT 11/02/18 Sheet Title: GENERAL INFORMATION & SITE PLAN Date: Design: 10/31/18 Drawn: Project No: Approved: Building No: 18-164.06 KCR Sheet No: T1.1 COPYRIGHT CRAFT ARCHITECTS 2018 17467 T1.2 (ADA).dwg 302/303 FLOOR SiRFACFS & CHACFS II IFVFl ANSI/ICC A117.1 303 - CHANCES IN LEVEL (REFERENCE DETAIL) A Changes in level up to 1/4' may be vertical and without edge treatment B. Changes in level between 1/4' and 1/2' shall be beveled with o slope no greater than 1:2. tor 5 Delei M151/ICC A117.1 302.2 - CARPET A Carpet provided on a floor surface shah be securely attached; have a firm pad or bucking, or no pad; and have a level loop, textured loop, level cut pie, or level cut/uncut pile texture. Maximum pie thickness shall be 1/2". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. ANSI/ICC A117.1 302.3 - GRATINGS A. If gratings are located In walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2' wide in one direction. B. If gratings have elongated openings, then they shall be placed eo that the long dimension is perpendicular to the dominant direction of travel. .305 CLEAR Fl OOR SPAN ANSI/ICC A117.1 305.2 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30' wide x 48' long. Clear floor space shall be centered on the element it serves. aims OBIECIS (REFERENCE DETAINS) ANSI/ICC A117.1 307 - GENERAL A Objects projecting from walls (for example, telephones) with their leafing edges between 27-80' above the finished floor shall protrude no more than 4' Into walls, halle, corridors, passageways, or aisles. Freestanding objects mounted on posts or pylons may overhang 12' maximum from 27-eel above the ground or finished floor. Protruding objects shall not reduce the dear width of an accessible route or maneuvering space. 308 & 309 REACH RANGES AND OPERABLE PART5 ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAL) A. Unobstructed front approach - 48' max. to 15' min. A.F.F. Controls located in an alcove >24 deep must have 36' dear floor width. B. Unobstructed side approach - 48 max. to 15 min. A.F.F. Controls located in an alcove >1S deep must have 6d dear floor width. C. Electrical & communication system receptacles shall be mounted no less than 15 above the floor. ANSI/ICC A117.1 309 - OPERABLE PARTS Operable ports shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist The force required to activate operable parts shall be 5.0hs maximum. FULL LENGTH MIRROR MOP/BROOM STAINLESS SCUD HOLDER STEEL PLASTIC SHELF BENCH 403 ACCESSION, ROUTE - wivor,_sierign IBC 1104 - LOCATION A. At least one accessible route within the site transportation stops, accessible parking and pubic streets or sidewalks to the accessible ANSI/ICC A117.1 403.5 - CLEAR WIDTH A. The minimum clear width shall be 32' at a continuously, per Table below. MRa4M SEG ANC LENGTH SWIM elm Ira than r pie to 2f 52' greater than: 24' 3R HAT/COAT HOOK shall be provided from public accessible passenger loading zones, and building entrance served. point for a max. length of 24' and 36' IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH A Clear width of an aaroasele route shall comply with Table above. For exterior routes of travel, the minimum dear width shall be 44'. ANSI/ICC A117.1 403.5.2 - PASSING SPACE A If an accessble route is less than 60' in width, then passing spaces of at least 60'x60' shall be provided at 200' max. spacing. B. The minimum dear width for two wheelchairs to pass is lid ANSI/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall hove eel min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 Milan ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shag have at least one active leaf that meets the requirements In 404.2.2 and 4042.3 ANSI/ICC A117.1 404.2.2 - CLEAR w1DTH A. Doorways shall provide a clear opening of 32' minimum, with the door open 90. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24' in depth shall provide a clear opening of 36' minimum. ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A Front approach pull side - lid min. width & 16' min. beside strike edge Front approach push side - 46' min width & d beside strike edge (12' 0 strike if door has both a closer and a latch) B. Hinge aide approach pull side - 60" min. width; 36' min. beside strike edge or - 54 min. width; 42' min. beside strike edge Hinge side approach push side - 42' min. width & 22' min. beside hinge edge (48'min. width if door has both a closer and a latch) C. Latch side approach pull side - 4Nf min. width and 24 min. beside strike edge (54 min. width if door has a closer) Latch side approach push side - 47 min. width and 24' min. beside strike edge (48' min. width if door has a closer) ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height 1/2'. Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 404 DOORS float ANSI/ICC A117.1 404.2.6 - DOOR HARDWARE A. Handles, pulls, latches, lode, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are acceptable designs. 2. When siding doors are fully open, operating hardware shall be exposed and usable from both sides. 3. Hardware required for accessible door passage shall be mounted between 34' and 48' above finished floor. ANSI/ICC A117.1 404.2.7.1 - DOOR CLOSERS A. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. ANSI/ACC A117.1 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open doors shall be as follows: 1. Ewe doors shall have the minimum opening force allowable by the appropriate administrative authority. 1. Other doors a. Exterior hinged, sliding or folding door: 10.0 lb. max. b. Interior hinged doors: 5.0 lb. max. c. Interior sliding or folding doors: 5.0 lb. max. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a dosed position. Exception: Interior or exterior automatic dean complying with Section 404.3 of CC A117.1. 406 CIJ RAMPS ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, rood surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI/ICC A117.t 406.4 - W1DTH (REFERENCE DETAIL) A. The minimum width of a curb ramp shill be 36', exclusive of flared sides. ANS/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) A. If a curb romp is located where pedestrians must walk across the ramp or where it la not protected by handrails or guardrals, it shall have flared sides; the maximum slope of the flare shall be 1:10 IIMNhaMir 46 Then The Slope Of The Flo Sales Shall Not Exceed Id Adjoining Slope Shall firi-Nat Exceed 1:20 Flared side slope Stoddard Curb Ramp Adjoining Slope Thai Net Exceed 1:20 Curb Ram o ParSl to Cad? Taro((1:12 Max. Slope) ShagNate Detectable Warnings and contrasting color. 36' Min. ParNrg kaH Ahk+ r i Romps (1:12 Max. Slope) 1:12 Max. slope Shall Have Detectable Warnings and contrasting color. Note : If $lope is 1:20 or less po canjrostng cola or texbre is required 04101 5021503 PAPJ(C MID PASSfNCER LOADiIG ZONES omtieued Bottom rail to provide edge protection Handrail to extend with lope at bottom extension ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. H diagonal curb romps have returned cabs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb romps shall have 48' minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48' clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24' long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANS/ICC A117.1 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at bath sides and a level area at least 46' long and 36' minimum wide between the curb ramps in the part of the island intersected by the crossings. 410 PLATFORM LIEU ANSI/ICC A117.1 410,1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform Efts shall not be attendant operated and shall provide unassisted entry and exi from the lift. MIS/ICC A117.1 410.2 - UFT ENTRY A. Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall comply with Section 410.2.2 ANSI/ICC A117.1 410.2.1 - DOORS AND GATES A. Doors and gates shaft be low energy power operated doors or gates complying with Section 404.3. Doors shag remain open for 20 seconds minimum. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. ANSI/ICC A117.1 410.2.2 - RAMPS A. End romps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces of platform lifts shall comply with Section 302 ANS/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE A. The clearance between the platform sill and the edge of any runway landing shall be 1 1/4 inch maximum ANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/CC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARK11G AND PASSENGER LRANIG attES ANSI/ICC A1'7.1 502 - PARKING SPACES A. Accessible car parking spaces shall be 96' minimum in width. Van parking spaces shall be 132' minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96' minimum in width where the adjacent access aisle is 96' minimum in width. B. Parking access aisles shall be 60' wide. Von accessible access aisles shall be 96' wide. C. Surfoce slope shall not exceed 1:48 in aN directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) ANSI/CC A117.1 502.7 - SGNAGE (REFERENCE OETAIL) A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designated. B. Characters and symbols on such signs shall be located 60' minimum above the ground. ANSI/CC A117.1 503.5 - VERTICAL CLEARANCE A Provide minimum vertical clearance of 114' at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A117.1 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide on access aisle at least 60' wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there ore curbs between the access aisle and the vehicle pull-up space, then a curb ramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:48 in all directions. 1'-d Hondmi to extend horizontally at top extension (1) TREAD DEPTH Handrail at Stair I 1/2' ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A117.1 602.2 - CLEAR FLOOR SPACE A. A char floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, Tall be provided. Knee & toe space complying with Section 306 shall be provided. The dear floor space shall be centered on the drinking fountain. EXCEPTIONS: I. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach thinking fountains ANS/ICC A117.1 602.3 - OPERABLE PARIS A Operable parts shall comply with Section 309. ANS/ICC A117.1 6024 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall he 36 inches max. off. Standing person spout outlets shal be 38 inches min. & 43 inches max. aff. ANS/ICC A117.1 602.5 - SPOUT LOCATION A Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANS/ICC A117.1 602.6 - WATER FLOW A. Spout shall provide a flow of water 4 inches min. in height The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. GLYMM IgfmNC BOLTS zisE rat SxaI AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARONC 51e11 HAW a SIGI'WN a MOUNTED ant WRIT ON WALL OF BLDG WEN POSSIBLE Handrail to extend horizontally at top and bottom extension If vertical rise is greater than 6' then bottom rail to provide edge protection 1 1 /4' to 2' n '-o' 1'-as 1 e-,r Mandrel at Rum 5'MAX 15' I L Forward Moro 603 T in ROOMS ANSI/1CC A117.1 603.2.2 - DOORS A. Doors shall not swing into the des floor space or clearance for any fixture. MIS/CC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however, the only turning space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stale unless other accessible lavatories and minas at provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFTAETKE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40' maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface as maximum above the floor. ANSI/ICC A117.1 603.6 - OPERABLE PARTS A Operable parts on towel dispensers and hand dryers shall comply with 'able below. Recce Depth a5 I 5' C Y It' waReachndghtgr it 47 NV 3C ]f 604 IATER C1( TS & TOILET C0W ARIlEliIS ANSI/ICC A117.1 604.3 - CLEARANCES A. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet doe be 60' minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56' minimum in depth, measured perpendicular from the rear was. (Reference Detail) 8. No door swings are allowed in dear floor area. 56' MIN. (WALL MOUNTED W.C.) 59' MIN. (FLOOR MOUNTED W,C.) ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) A The height to the top of the toilet seat shall be 1i - 19' above floor. I. Seats shall not be sprung to retum to a lifted position. IBC with WA STATE AMENDMENTS 1101.25 - FLUSH CONTROLS A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44'. 604 WATER CLOSETS & TDILFT COS'ARIiENiS corSfdd ANS/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33' - 36' above the finish floor. 1. Side wall horizontal: 42' in length minimum, 12' max from rear wall, extending 54' min. from rear wall 2. Side wall vertical: le in length minimum, bottom of bar located 39' min/41' max. above the floor, centerline 39' min/41' max from rear wall 3. Back wall: 36' in length minimum, extend from centerline of water closet le min. an side closest to the wall, 24' min. on transfer side. M61/ICC A117.1 604.6 - FLUSH CONTROLS A Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Hond operated flush controls shall comply with Section 309. MISI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) A Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser is located above the grab bar, the outlet of the dispenser shall be located 24' min-36. max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24' min-42' max from the rear wall. The outlet of the dispenser shall comply with Table 603.6. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ADC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARINENIS A. Wheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. 36' MAX 36" MAX 24- MIN Protrilfina Dispenser Below Grab Bar 605711aitLS ANSI/ICC A117.1 605 - URINALS A Accessible urinals shall comply with Section 605. ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 1Y maximum above the finished floor. The rim shall extend a minimum of 131¢' from the wall. j) 24' MI_N� 42.1161 T M4AX Protruding Dispenser Recessed Dispenser Above Grab Bar ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A. A clear floor apace 30' wide by 48' deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible mute. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29' clearance between them. 3. Urinals installed in alcoves deeper than 24' require a maneuvering area of at least 36' minimum wide, centered on fixture. ANS/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS r L 1MN io h 606 LAVATtEFS ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rim or counter surface no higher than 34' above the finished floor. 1. Lavatories shall extend iY minimum from the wall. 2. Clearance of 27' minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27' high minimum shag extend 8' minimum under the edge of the lavatory, 30' wide minimum, and 19' deep minimum. 4. Toe clearance of 9' minimum shag be provided for the full depth of the lavatory. ANS/ICC A117.1 606 - DEPTH A. Each sink shall be a maximum of 6-1/2' deep. WALL MOUNTED LAVATORY 5 LAVATORY MOUNTED IN COUNTER ANSI/ICC A117.1 606.6 - EXPOSED PPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANS/ICC A117.1 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lb. C. Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self -closing valves are used the faucet shall remain open for 10 seconds minimum. 80D GBBI HALTS ANSI/ICC A117.1 609.3.2 - SIZE AND SPACING A. Diameter or width of gripping surface shall be 1-1/4' to 2', or the shape shall provide on equivalent gripping surface. 1.h 1. The space between grab bars and adjacent walls shall be 1-1/2' 602GRAB BARS continmed ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTH A. Grob bars and mounting devices shall meet the following requirements: 609.8 Allowable stresses shall not be exceeded for moterials used where a vertical or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener mounting device, or supporting structure. 1. Shear stress induced by application of 250 lb. shell be less than allowable shear stress for material used. If connection between grab bar and mounting bracket is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear Trims, which shall not exceed the allowable shear stress. 2. Shear force induced in a fastener or mounting device from application of 250 lb. shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 3. Tensile force induced In a fastener by a direct tension force of 250 lb. plus the maximum moment from the application of 250 lb. shall be less than the allowable withdrawal load between the fastener and the supporting structure. 609.6 Grab bars shall not rotate within their fittings. ANSI/ICC A117.1 609.5 - [URINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. 54' MIN 12' MAX Side Wall Grab Bar for Water Clgg$ HAND SHOWER/ 24' SUDE BAR CONTROL AREA 360 MIN. an rds a. Rear Wall Grob Bar for Water onset 1'-6' 703 %NAGE =laud OVERHEAD SIGNS A CHARACTERS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. 1. FOR SIGNS HIGHER THAN 7d A.F.F., CHARACTER SIZE SHALL BE 2' MINIMUM PLUS Ir PER FOOT OF MEWING DISTANCE ABOVE 15 FEET. I. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER 'r. 2. LOWER CASE LETTERS ARE PERMITTED. ANSI/ICC A B. A117,1 703.3-703.5 - RASED CHARACTERS, BRAILLE, & PICTOGRAMS Raised characters shall comply with section 703.3 and shall be duplicated in bmile complying with section 703.4. Letter and numerals shall be raised 1/32'. upper case, sans serif and shall be accompanied by grade 2 Braille. 1. Raised character height r minimum to S plus Ir per foot of viewing distance above 21 feet. 2. Braille shall be contracted (grade 2); shall be located below title corresponding text. 3. pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. 1. The border dimension of the pictogram shall be 6' min. in height ANSI/ICC A117.1 703.3.12 - FlNISH AND CONTRAST A. Character and their background shall have a nonglare finish. Characters shall contrast with their background, with either fight characters on a dark background, or dark characters on a light background. A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATOR MD HEIGHT (REFERENCE DETAIL) Characters and their background shah have a nonglare finish. Characters shall contrast with their background, with either fight characters on a dark background, or dark characters on o light background. Where a tactile sign is mounted next to a door, it shall be placed to the latch side of the door wherever possible. Where a tactile sign is placed adjacent a double door, the sign shall be to the right hand door. If there is no wall space to the right, signs shag be placed on the nearest adjacent wall. Exception: Door mounted signs shall be permitted on the push side on the doors with closers and wihout hold open devices. Raised characters shall be 48' minimum above the floor, measured to the baseline of the lowest raised character and 60' maximum above the floor, measured to the baseline of the highest raised character. Mounting location tar such signage shall be so that a person may approach within S of signegwithout encountering protruding objects or standing within the swing of o door. IBC with WA STATE AMENDMENTS 1101.2.6 - INTERNATIONAL SYMBOL OF ACCESSIBILITY A. Where the International Symbol of Accessibility is required, H shall be proportioned complying with ANSI/ICC A117.1 Figure 703.6.3.1. All interior and exterior signs 36' kIN. depicting the International Symbol of Accessibility shall be white on a blue background. 608.3.1 Side Wet Grate Bar (a Shave 608.3.1 Rear Wall Grab Bar for Sower Shower Floor Plan / $Old ANSI/ICC�AA1117.1 610.2 - SHOWER COtPMTMENT SEATS A. The height of the shower compartment seats shrill be 17' minimum and 19' maximum above the bathroom floor measured to the top of the seat. B. Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 pounds is applied at any point in the seat, fastener mounting device or support structure. IMAMS ANSI/ICC A117.1 702.1 - GENERAL A When required, visual alarms shall be provided in each of the following areas, as a minimum: rest rooms and any other general usage areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use. Accessible audible and visible alarms and notification appliances shall be installed in accordance with NEPA 72. NFPA 72 - AUDIBLE ALARMS A. If provided, audble alarms shall produce a sound that exceeds the prevailing equivalent sound level in the roan ar space by at lent 15 dba or exceeds any maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder. B. Sound levels for alarm signals shall not exceed 120 dba. NFPA 72 - VISUAL. AINiMS A Visual darn signal appliances shall be integrated into the building or facility alarm system. If single station audible alarms ore provided then single station visual alarm signals shall be provided. Visual Alarm appliances shall have the following features 1. The lamp shall be a xenon strobe type or equivalent. 2. The color shall be clear or nominal white (Le. unfiltered or clear tittered white light). 3. The maximum pulse duration shall be two -tenths of one second with a maximum duty cycle of 40%. (The pulse duration is defined as the time interval between initial and final points of 10% of max signal) 4. The intensity slag be a minimum of 75 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz 6. The appliance shall be placed 80' above the highest floor level within the space or 6' below the ceiling, whichever is lower. a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maxmum 100' apart, in Lieu of suspending appliances from the ceiling. 7. In general, no place in any room or apace shall be more than 50' from the signal (measured In a horizontal plane). 5. No place in common corridors or hallways shall be more than 50' from the signal. 703 SK %E WHERE APPUCABLE A. Signs which designate permanent rooms and space' shall comply wih the requirements listed below for. 1. Raised and Braille Characters, and Pictograms 2. Finish and Contrast Exception: Employee name signs are not required to comply. WHERE APPLICABLE A. Signs which provide direction to, or information about, functional spaces of the buildng shall comply with the requirements listed below for. 1. Character Proportion 2. Character Height 3. Finish and Contrast Exception: Building directories, menus, and all other signs which ore temporary ore not required to comply. WHERE APPLICABLE (REFERENCE DETAIL) A. Element and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: 1. Parking spaces designated as reserved for persons with disabilities. 2. Accessible passenger loading zones. 3. Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance). 4. Accessible tolet and bathing facilities when not all ore accessible. ANS/ICC A117.1 703,2.4 - CHARACTER HEIGHT (REFERENCE DETAIL) Height The uppecase letter 'r shall be used to determine the allowable height of all characters of a font and shall be a minimum of r and 2' maximum. EXCEPTION: Where separate tactile and visual characters with the some infatuation are provided, the height of the tactile upper case letter 'r shell be permitted to he f minimum. ANS/ICC A117.1 703.2.5 - CHARACTER MOTH A Width: The uppercase letter 'd shall be used to determine the allowable width of all characters of a tont, and shag be 55% min. and 110% max. of the height of the uppercase 'r of the font. •-} 0 R-TOILET SEAT R-PAPER TOWEL S-ELECTRIC R-PAPER COVER DISPENSER/ WASTE HAND DRYER TOWEL DISPENSER RECEPTACLE DISPENSER R-SANITARY R-WASTE NAPKIN RECEPTACLE DISPENSER ANS/ICC A117.1 604.7 - DISPENSERS - REFERENCE DUAL THE MILT DF THE DISPENSER SHALL COMPLY TM TABLE 603.6 et International Symbol of Accessibility Letter & numbers on signs shall have a width to height ratio of between 3:5 & 1:1 and a stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shai be raised 1/37, upper case, sans serif or simple serif type and shah be accompanied with grade 2 Brake, raised characters shag be at least 5/ff - 3' high plus 1/8' per foot of viewing distance above 21 feet Sail Data, Tel., Etc. 804 KDCHD5 MD igaelETTLS ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREZER Combination refrigerators and freezers shag hove at least 502 of the freezer comportment delves, including the bottom of the freezer 54 inches (1370mm) maximum above the floor when the shelves are installed at the maximum heights possible in the compartment A clear floor space, positioned for a parallel approach to the space dedicated to a refrigerator/freezer, shall be provided. The centerline of the clear floor space shall be offset 24 inches (610 mm) maximum from the centerline of the dedicated space. 902 DINING SURFACES & WORK SURFNIS ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACE A. A dear floor space complying with Section 305, positioned for a forward approach, shall be provided. Knee and toe clearance complying with Section 306 shall be provided. MLSI/ICC A117.1 902.4- HEIGHT A The tops of accessible tables and counters shall be 28' minimum, and 34' maximum, above the finished floor. 1 ANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACE A. a clear floor space complying with section 305, positioned for parallel approach to The bench seat shag be provided. ANSI/ICC A117,1 903.3- SIZE A. Benches shag have seats 47 minimum in length and 20' minimum and 24' maximum in depth, ANSI/ICC A117.1 903.4 - BACK SUPPORT A The bench shall provide for back support or shall be fixed to a wall. Back support shall be 42' minimum In length and shall extend from a point 2' maximum above the seat surface to a point 18' above the seat surface. W ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACE A clear floor space complying with Section 305 shall be provided. ANSI/ICC A117.1 905.3 - HEIGHT Accessible storage elements shall comply with of least one of the reach ranges specified in Section 308. ANSI/ICC A117.1 905.4 - OPERABLE PARTS Operable ports of storage facilities shall comply with Section 309. ISZfinELIMONES CLEAR FLOOR SPACE A. Floor space shall comply with ANSI/ICC A117.1 305 to allow a forward, parallel approach or both. HEIGHT A Operable parts shall be placed within one or more of the reach ranges specified in ANSI/ICC A117.1 section 308, summarized earlier in this sheet. THIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. fT CONTAINS SELECTIONS FROM THE CURRENT ACCESSIBILITY REFERENCED STANDARDS (2015 IBC CHAPTER 11 WITH WA STATE AMENDMENTS AND ANS/ICC A117.1), BUT IS NOT INTENDED TO BE A COMPLETE OR EXFAISTNE COPY OF THE CURRENT ACCESSIBILITY STANDARDS. P180 nr jJ!c,1Atr r) CITY OF 'i .e I x.f 1-f t NUV 01 2018 PERMIT CENTER CBRE ■ NELSON CRie r' arch l tects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CO 0 � A W w�W ) Cd Co LLJ CC co U W U- 0 ^U a - Co N z W z Ili 0 0 SZ CC z < a- co VJ J r Wr^ co co W V^V1Aioi II TA AT REGISTERED ARCHITECT REVIEWED FOR CODE COMPLIANCE APPROVED NOV 30NIB City of Tukwila LII G , IVISION FOR PERMIT 11/02/18 Sheet Title: ACCESSIBIIJiY GUIDELINES Date: Design: 10/31/18 Drawn: Project No: Approved: 18-164.06 Building No: KCR Sheet No: T1.2 COPYRIGHT CRAFT ARCHITECTS 2018 10/01H6- 4:21pm 17067 A01 (SITE EGRESS W mr SUITE EXISTING 4 tWAREHOUSE =NG s'd s-6 �I v ® 'U a id La SUITE EXISTING ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN 1/16"=1'-0" ENERGY CODE COMPLIANCE: 1. PROJECT SHALL COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE INCLUDING BUT NOT UMITED TO THE FOLLOWING PROVISIONS: A C402.1.4 SEMI -HEATED SPACES: ALL SPACES SHALL COMPLY WITH THE REQUIREMENTS IN SECTION C402 UNLESS THEY MEET THE DEFINITION FOR SEMI -HEATED SPACES. FOR SEMI -HEATED SPACES, THE BUILDING ENVELOPE SHALL COMPLY WITH THE SAME REQUIREMENTS AS THAT FOR CONDITIONED SPACES IN SECTION C402; HOWEVER, FOR SEMI -HEATED SPACES HEATED BY OTHER THAN ELECTRIC RESISTANCE HEATING EQUIPMENT, WALL INSULATION IS NOT REQUIRED FOR THOSE WALLS THAT SEPARATE SEMI -HEATED SPACES FROM THE EXTERIOR PROVIDED THAT THE SPACE MEETS ALL THE REQUIREMENTS OF SEMI -HEATED SPACE. 8. C402.4.1 AIR BARRIERS. A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE. ASSEMBUES USTED IN ITEMS 1 AND 2 SHALL BE DEEMED TO COMPLY PROVIDED JOINTS ARE SEALED. 1. CONCRETE MASONRY WALLS COATED WITH ONE APPUCATION EITHER OF BLOCK FILLER AND IWO APPLICATIONS OF A PAINT OR SEALER COATING; 2. A PORTLAND CEMENT/SAND PARGE, STUCCO OR PLASTER MINIMUM 1/2 INCH (12 MM) IN THICKNESS. C. C402.4.1.2.3 BUILDING TEST. THE COMPLLILU BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF' THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE 2 AT 75 PA) IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. A REPORT THAT INCLUDES THE ILSILD SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL. IF THE TESTED RATE EXCEEDS THAT DEFINED HERE, A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED. D. C402.4.2 AIR BARRIER PENETRATIONS. PENETRATIONS OF NE AIR BARRIER AND PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETEO OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE VAPOR -PERMEABLE WRAPPING MATERIAL SEALING MATERIALS SHALL BE APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED. THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. SECTION C406: ADDITIONAL EFFICIENCY PACKAGE OPTIONS C406.1 REQUIREMENTS. BUILDINGS SHALL COMPLY WITH NO LESS THAN TWO OF THE FOLLOWING: 1. MORE EFFICIENT HVAC PERFORMANCE IN ACCORDANCE WITH SECTION C406.2 2. REDUCED LIGHTING POWER IN ACCORDANCE WITH SECTION C406.3 3. ENHANCED UGHTING CONTROLS IN ACCORDANCE WITH SECTION C406.4 4. ON -SITE SUPPLY OF RENEWABLE ENERGY IN ACCORDANCE WITH SECTION C406.5 5. PROVISION OF A DEDICATED OUTDOOR AIR SYSTEM FOR CERTAIN HVAC EQUIPMENT IN ACCORDANCE WITH SECTION C406.6 6. HIGH -EFFICIENCY SERVICE WATER HEATING IN ACCORDANCE WITH SECTION C406.7 7. ENHANCED ENVELOPE PERFORMANCE IN ACCORDANCE WITH SECTION C406.8 8. REDUCED AIR INFILTRATION IN ACCORDANCE WITH SECTION C406.9 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas. 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways 8 ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2-1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on -site generator. Illumination level under emergency power. the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shalt not be exceeded. 1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 - 308 (48" MAX). CABINET SHALL PROTRUDE NO MORE THAN 4 INTO WALKS, CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINETS) 75-FOOT MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (1) 2A EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. EGRESS CODE SUMMARY 'Bc 2°15 A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1017.2) TRAVEL DISTANCE B OCCUPANCY: 200' (WITHOUT SPRINKLERS) (TABLE 1D17.2) MAX. TRAVEL DISTANCE S-1 OCCUPANCY: 400' (TABLE 1017.2.2) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1006.2.1) OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.2) ASSEMBLY (CONF. BREAK, LOBBY) - B (NEW) OFFICE - B (NEW) WAREHOUSE - S (EXISTING) TOTAL FXIT REQUIREMENTS. (SEC. 1006 TABLE 1006.2.1 & 1006.3.1) NUMBER REQ'D OMCE WAREHOUSE LEGEND: EXIT IBC 2015 CBRE NELSON •reh tints 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax 270 SQ Fr / 15 = 18 www.craftarchitects.com 1,229 SQ FT / 100 = 13 16,542 SQ FT / 500 = 33 NUMBER PROVIDED 1 2 EXISTING PARTITION TO REMAIN NEW PARTITION 1 2 = 64 IBC 2015 INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION OF EXISTING. ADD NEW WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED. PROVIDE TACTILE EXIT SIGN ADJACENT TO EACH EXIT DISCHARGE DOOR COMPLYING WITH ICC A117.1, AS SUMMARIZED ON 703/11.2. ADD NEW WHERE NOT EXISTING. NOTE: EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR IS MORE THAN 100' OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS. DIRECTION OF TRAVEL PATH OF EGRESS le it START POINT COMMON PATH OF TRAVEL TERMINATION POINT KEY NOTES: O 1. EXISTING ENTRANCE/EXIT 2. EXISTING TENANT DEMISING WALL TO REMAIN 3. EXISTING COLUMN, TYP. 4. EXISTING DOCK -HIGH OVERHEAD DOOR, TYP. 5. EXISTING DRIVE-IN RAMP TO BE DEMOUSHED. 6. EXISTING EXTERIOR STAIR, 7. NEW CONCRETE FILLED PIPE BOLLARD, PER 17/A3.1. 8. OPEN EXISTING OVERHEAD DOCK DOOR AND SECURE IN PLACE, INFILL PER WALL TYP. 8/A8.1 9. NEW PREFABRICATED METAL STAIRS WITH METAL SLIP RESISTANT TREADS., PER ENLARGED PLAN 5/A3.1. RESPONSIBLE FOR ENGINEERING, INSTALLATION, AND PERMANENT ATTACHMENT OF STAIRS TO STRUCTURE AND GROUND. 10. NEW ACCESSIBLE PARKING STALL W/ WHEELCHAIR SYMBOL AND VAN DESIGNATION, ACCESS AISLE AND WHEEL STOP, TYP, TO MEET THE PROVISIONS OF ANSI A117.1 - 502/503, 406, AS SUMMARIZED ON T1.2. 11. NEW ACCESSIBLE PARKING STALL SIGNAGE PER ICC/ANSI A117.1- SECTION 502.7. (1) SIGN TO BE DESIGNATED VAN ACCESSIBLE, AS SUMMARIZED ON T1.2. 12. EXISTING PARKING STALLS,TYP. 13. NEW WHEELCHAIR VERTICAL LIFT PER ICC/ANSI A117.1-203, SECTION 410. MANUFACTURED BY HARMAR SUMMIT, LLC, MODEL: HIGHLANDER, CPL400. SITE REQUIREMENTS: THE UFT WILL REQUIRE A 115VAC 20AMP GROUNDED CFI CIRCUIT. ONLY INSTALL THE LIFT ON A 4 THICK, LEVEL 3,500 PSI REINFORCED CONCRETE SLAB.EXISTINC ARE RISER/ELECTRICAL ROOM. 14. NEW ENERGY EFFICIENT STOREFRONT IN EXISTING OPENING. 15. NEW CONDITIONED SPACE/OFFICE SPACE. 16. EXISTING SEMI -HEATED WAREHOUSE SPACE. UNIT HEATERS PROVIDING FREEZE PROTECTION ONLY; MODIFY EXISTING GAS FIRED HEATING UNIT(S) TO COMPLY WITH 2015 WSEC: MAXIMUM 8 BTU'S PER SF. 17. NEW MAN DOOR EMBEDDED IN EXISTING OPENING 18. LOCATION OF NEW ELECTRICAL TRANSFORMER AND PANELS(S) -200 AMP 277/480 VOLT 3 PHASE ELECTRICAL SERVICE. PROVIDE AND MAINTAIN 3'-0" MINIMUM CLEAR FLOOR SPACE IN FRONT OF PANEL(S). (2) NEW CONCRETE FILLED PIPE BOLLARDS (PER SPECIFICATIONS AND/OR 17/A3.1, TYP.) SET 47 CLEAR OF EQUIPMENT/PANELS(S). 19. NEW HIGH EFFICIENCY ELECTRIC WATER HEATER, FREESTANDING IN SHEET METAL DRIP PAW/Rio INSULATION UNDER UNIT. GC TO PROVIDE SEISMIC RESTRAINT STRAP(S), ATTACHED TO STRUCTURE. 20. REMOVE PORTION OF CURB AND LANDSCAPING, EXTENT ASPHALT INTO AREA AND POUR NEW EXTRUDED CURB. 21. NEW FLOOR MOUNTED MOP BASIN WITH HOT/COLD WATER FAUCET AND FLOOR DRAIN. FRP OR PLASTIC LAMINATE SURROUND, TO MATCH ADJACENT TOILET ROOM WAINSCOT, OVER WATER RESISTANT GWB, 48: H, EXTENDING 17 MIN BEYOND FACE OF BASIN . 22. NEW ACCESSIBLE (HI/LO) DRINKING FOUNTAIN AND CANE DETECTABLE APRON/GUARD. 4'X(4' OF FULL WIDTH ) FRP OP PLASTIC LAMINATE SURROUND, TO MATCH ADJACENT TOILET ROOM WAINSCOT, AVER WATER RESISTANT GWB, CENTERED BEHIND FOUNTAIN. 23. NEW PREFABRICATED METAL STAIRS WITH METAL SUP RESISTANT TREADS., PER ENLARGED PLAN 14/A3.1. RESPONSIBLE FOR ENGINEERING, INSTALLATION, AND PERMANENT ATTACHMENT OF STAIRS TO STRUCTURE AND GROUND. PIB-tfYrl 1..0 W fe rO W At° al V♦ cc 0 Lu S LL O U a_ co N Z 5 m Z NC 0 CC Z EL en J 6 co co REVIEWED FOR CODE COMPLIANCE' APPROVED , City of Tukwila BUILDING DIVISION SutmI a NCV 30 201E FOR PERMIT 11/02/18 CITY A NUV 01 2018 PERMIT CENTER Sheet Title: ARCHITECTURAL SITE/ EGRESS/WAREHOUSE PLAN Dote: 10/31/18 Design: Drawn: Project No: Approved: Building No: 18-164.06 KCR Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2018 GENERAL NOTES: 50'-0' 0 m 0 1 12'-1U •72- +72,. OPEN OFFICE 100 26'-2' CONF. ROOM 104 0 TO oN0 21'-11' EXISTING WAREHOUSE 0 FLOOR PLAN DI &Om:7 1/8' = 1'-0' 1. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS. TYPICAL THROUGHOUT. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, TYPICAL UON. 3. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 4. ALL NEW PARTTDONS TO BE WALL TYPE 18 UON, SEE SHEET AB.1 FOR WALL TYPES. 5. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 6. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH ONES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 7. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 8. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 9. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 10. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, PIER, JOISTS OR WINDOW MULLION, AS SHOWN. 11. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEIUNG MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 12. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 13. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFIJCTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 14. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. SEE ALSO A0.1 FOR WAREHOUSE POWER/DATA. 15. ALL SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE WHITE IN COLOR, UGH. DEVICES WHICH OCCUR IN STAINED MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR. ALL EXISTING BEIGE SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. 16. RECEPTACLES WITHIN 6' OF A WATER SOURCE SHALL BE GFI TYPE. 17. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER. NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS/BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTAWTION. COORDINATE POWER, VOICE/DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS WI FURNITURE VENDOR, TYP. 18. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15 ABOVE FLOOR LION. 19. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. 20. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, UON. 21. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSItIS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSIt, UON: GANG COVER PLATES SHALL BE ONE-PIECE TYPE UON. 22. ALL EXISTING ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. POWER & COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS. REUSE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. 23. FURNITURE SHOWN IS FOR REFERENCE ONLY AND IS NIC. LOCATION OF OUTLETS IN PRIVATE OFFICES TO BE COORDINATED WITH FURNITURE VENDC- LEGEND: 170 rat El WALL MOUNTED VOICE/DATA PORT - (2) VOICE/(2) DATA IN SINGLE GANG BOX, UON EXISTING PARTITION TO REMAIN NEW PARTITION 2or N WALL MOUNTED DUPLEX OWLET: DED OR HATCH = DEDICATED 20A = 20 AMP CIRCUIT T = 12 HOUR TIMER WALL MOUNTED FOURPLEX RECEPTACLE OUTLET OCCUPANT SENSING AUTOMATIC CONTROL NEW CARDREADER, GC TO PROVIDE POWER PATH AND PULL STRING FLOOR MOUNTED OUTLET, UON: FLUSH DUPLEX RECEPTACLE OUTLET AND DATA OUTLET - (1) VOICE/(1) DATA IN SINGLE GANG BOX, UON FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO ATTACH TO FURNITURE SYSTEM, THROUGH WALL - POWER, DATA & VOICE FLOOR MOUNTED OUTLET, LION: FLUSH DUPLEX RECEPTACLE OWLET AND DATA OWLET WITH FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO ATTACH TO FURNITURE SYSTEM - POWER, DATA & VOICE THERMOSTAT NEW UGHT SWITCH: T = SWITCH ON TIMER, D = SWITCH ON DIMMER KEY NOTES: O 1. NEW STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR 2. FLOOR FINISH TRANSITION; WOM TO BE FINISH WITH CARPET. 3. NEW PLASTIC LAMINATE COUNTERTOP, BASE & UPPER CABINETS WITH SINGLE COMPARTMENT, TOP MOUNT SINK. 4. PROVIDE WATER SUPPLY LINE FOR NEW (F010) PLUMBED HOT/COLD WATER DISPENSER, 1/4' COPPER TUBES BELOW COUNTER. 5. PROVIDE WATER SUPPLY UNE TO (F010) REFRIGERATORS, 1/4' COPPER TUBES BELOW COUNTER. 6. PROVIDE WATER SUPPLY LINE TO (F010) COFFEE MAKER, 1/4' COPPER TUBES BELOW COUNTER. CBRE NELSON archltatts 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com a J Z cc 0 he 0 cc Z EL ca W Q V M T REVIEWED FOR CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Submittals/Revisions: FOR PERMIT 11/02/18 ern cep NOV O1 211111 PE17¢1ET CENTER Sheet Title: FLOOR AND POWER PLANS Date: Design: 10/31/18 Drawn: Project No:. Approved: 18-164.06 Building No: KCR A2.1 7. NEW 4'X8'X3/4 TYPE 'X'/FIRE RESISTANT( PLYWOOD BACKBOARD ON WALLS AS INDICATED, PAINTED TO 'MATCH WALL COLOR WTIH FINISHED EDGES FOR TENANTS TELEPHONE AND SECURITY EQUIPMENT, TOP OF BACKBOARD MOUNTED AT CEILING, BOTTOM TO BE 25 AFF, MINIMUM. Sheet No: COPYRIGHT CRAFT ARCHITECTS 2018 GENERAL NOTES: 50'-U' 10/31/16 4:22pm 17 067_A2.2 (REFLECTED CEILING PLAN).dwg 4 REFLECTED CEILING PLAN4FLOOR 1/8. = 11-0" M 1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFUCTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. BEFORE STARTING ANY WORK, CONTRACTOR SHALL. FIELD VERIFY EXISTING CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCTIONS AND CEIUNG FIXTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE INDICATED, OR IF THERE ARE ANY CONFUCTS OR DISCREPANCIES, CONTRACTOR SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY PART OF THE CEIUNG WORK OR RELATED WORK. 3. REWORK EXISTING FIRE, LIFE, SAFETY SYSTEM AS REQUIRED PER NEW WALL LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING RECOMMENDED SUB -CONTRACTOR. 4. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 5. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. 6. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEIUNG TILE AREAS. DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS, UNLESS APPROVED BY ARCHITECT. 7. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 8. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN 8" ABOVE UNE OF HIGHEST FINISHED CEILING. 9. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 10. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SWITCH PLATE. 11. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO DOOR OPENINGS, DO NOT INSTALL IN CENTER OF WALL. ARCHITECT AND CUENT TO APPROVE ALL LOCATIONS. 12. ALL UGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS 13. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME TEMPERATURE, UON. CEILING NOTES: 1. CENTER CEIUNG GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON. 2. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEIUNG ELEMENT IN 24" PORTION OF 48" CEIUNG TILE, TYPICAL UON. 3. LOCATE ALL UGHT FIXTURES, SPEAKERS, LIFE -SAFETY DEVICES, ETC., IN STRAIGHT UNES AND IN CENTER OF CEIUNG TILES, UON. 4. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING HEIGHTS OF WALL SURFACE MOUNTED UGHT FIXTURES. 5. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEIUNG STb1EMS. SUSPENDED CEIUNG AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF CISCA AND ASCE 7-10 SECTION 13.5.6. AS SUMMARIZED ON SHEET A8.1 LEGEND: EXIT ELEMENT TO BE DEMOLISHED CBRE ■ NELSON arch 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED 1X4 SURFACE MOUNTED LED FIXTURE W/ WRAP AROUND ACRYLIC LENS III NEW 2X4 LAY -IN LED UGHT FIXTURE HATCH INDICATES 'NIGHT UGHT" FOR EGRESS ILLUMINATION NOT LESS THAN 1 FC PER IBC SECTION 1008.2.1. a NEW RECESSED LED DOWNUGHT FIXTURE EXHAUST FAN (SONE RATING LESS THAN 1.0 SONE) SUSPENDED ACOUSTIC CEIUNG TILE AND GRID: ARMSTRONG, CORTEGA, 24' X 48" SQUARE LAY -IN TILE, N WITH CLASS "A" 15/16' EXPOSED 'T' GRID SrsILM, WHIT GWB GYPSUM BOARD CEIUNG OPEN TO STRUCTURE DAYLIGHT ZONE (PRIMARY DEPTH = TO WINDOW HEAD HEIGHT, 24' BEYOND WIDTH OF WINDOW) (SECONDARY DEPTH = 2 TIMES WINDOW HEAD HEIGHT) KEY NOTES: O 1. CEIUNG GRID START POINT CITY c.i= "i 1a','r`;L: NOV 01 2018 PERMIT CENTER I..LL W ALL'° O O z Cl) czt W EL. a )0 A co Z Q 5 se W p m m co r 0 (`.(an TANT REVIEWED FOR CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Submittals/Revisions: FOR PERMIT 11/02/18 Sheet Title: REFLECTED CEIUNG PLANS Date: Design: 10/31/18 Drawn: Project No: Approved: Building No: 18-164.06 KCR Sheet No: A2.2 COPYRIGHT CRAFT ARCHITECTS 2018 SLOPE CONCRETE 6"0 STEEL PIPE FILLED W/ CONCRETE ® STATIONARY LOCATIONS, CAP & GRIND SMOOTH 0 REMOVABLE r, LOCATIONS (GALV. PIPE 0 EXTERIOR LOCATIONS) PAINT EXPOSED SURFACE 10"x1/4"0 STEEL RING WELDED TO PIPE AT REMOVABLE BOLLARDS CONCRETE SLAB SLEVE WHERE REMOVABLE BOLLARD NOTED CONCRETE FOOTING PIPE BOLLARD LANDING SUPPORT ANGLES STEEL CUP ANGLE STEEL STRINGER HANDRAIL RETURN 2"0 GALVANIZED STEEL PIPE COLUMN 0 CORNER OF LANDING 1-1/2"0 ROUND STEEL HANDRAIL WELD & GRIND SMOOTH OPEN STEEL GRATE TREADS AND LANDING 1/4" x 12" AND 1/4' STEEL RISERS 6'0 x 4'-0" HE CONC. FILLED GALV. PIPE BOLLARD, SEE DETAIL 17/A3.1 MAX. LEADING EDGE —� RADIUS 0 STAIR: 1/2' I I PER IBC 1011.5.5 LI NOTE: SEE EXTERIOR METAL FINISH SPECIFICATIONS. ELEVATION 15 PRE- ENG. METAL STAIR 6'0 x 4'-0" HT. CONC. •ILLED GALV. PIPE BOLLARD, SEE DETAIL 17/A3.1 b To b� GUARDRAIL 'IT 42" HANDRAIL AT 3 6 TREADS 1 -d, 011"= 5'-6" 1,-' 30'x48' AREA FOR RESCUE ASSISTANCE W/ IDENTIFICATION SIGNAGE PER IBC SECTION 1007.6.1 AND 1007.6.5 (WHERE NOTED AS AN EXIT) PLAN AT REAR ENTRY PRE-ENG. METAL STAIR 1/4" = 1 —0" LIFT DIAGRAM MODIFIED GUARDRAIL AND HANDRAIL NEW WHEELCHAIR VERTICAL LIFT BREAK METAL TO MATCH STOREFRONT IF STRUCTURAL TUBE IS REQU SHIM AS NECESSARY TOP AND BOTTOM STRUCTURAL TUBE IF REQUIRED/RECOMMENDED BY STOREFRONT MANUFACTURER 9' 15 ate S ` it- i �\ _ b TG I II 12 EXTERIOR ELEVATION REMOVABLE TRANSOM PANELS WITH HIDDEN FASTENERS IF STRUCTURAL TUBE IS REQUIRED DIM POINT STOREFRONT SYSTEM, SELECT MODEL APPROPRIATE FOR SPAN ALUM. DOOR HEAD 1/2" = 1'-0" VERTICAL FRAME BEYOND STOREFRONT SYSTEM TO MATCH EXISTING EXISTING BUILDING SLAB SUB -SILL WITH END DAMS IN BED OF MASTIC 10 ALUMINUM STOREFRONT SILL PREFAB STAIR & LANDING SUPPLIER/MFR SHALL SUBMIT TO ARCHITECT FOR REVIEW & APPROVAL SHOP DRAWINGS SHOWING METHOD OF STRUCTURE SUPPORT & ATTACHMENT TO CONCRETE WALL PANEL LANDING SUPPORT ANGLES t 2 1'-0" STL CUP ANGLE TO TILT -UP PANEL BY MISC. METALS ENTRANCE DOOR THRESHOLD 'J SEE FLOOR PLANS TO fL OF FRAME STOREFRONT STSIEM ® A1LUM. STOREFRONT JAMB STEEL STRINGER 2"0 PTD STEEL PIPE COL 0 CORNER OF LANDING 1-1/2"0 STL GUARDRAIL WELD & GRIND SMOOTH FOR PAINT FINISH 1-1/2'0 STL HANDRAIL, WELD & GRIND SMOOTH FOR PANT FINISH 1/4"x12" GALV STL OPEN GRATED LANDING & TREADS 1/4' STL PLATE RISERS MAX LEADING EDGE RADIUS 0 STAIR: 1/2° PE IBC 1009.3.3 STORFREONT DOOR FRAME BEYOND ALUMINUM THRESHOLD SET IN BED OF MASTIC, PER ANSI A117.1/303 AS SUMMARIZED ON T1.2 ALUMINUM DOOR SILL 1/2" = 1'-O" Fel ELEVATION PRE-ENG. METAL STAIR LEADING 2' OF TREAD SHALL HAVE NSUAL CONTRAST OF DARK-ON-U( OR LIGHT -ON -DARK FROM THE REMAINDER OF THE TREAD PER ICC/ANSI A117.1-2003 SECTION 5( yid' :Y 'X 4'-0" CLR 5'-o" ADA LIFT GUARDRAIL AT 42 HANDRAIL AT 36' PIPE BOLLARD, SEE 17/A3.1 GENERAL NOTES: 1. GLAZING TYPE IG TYP, UON. 2. TG INDICATES TEMPERED GLAZING TYP. 3. ALL METAL FRAMED ENTRANCE DOORS SHALL BE CERTIFIED & LABELED WITH ITS MAX U-FACTOR OF 0.60 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 4. AU. EXTERIOR GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF 0.40 & SOLAR HEAT GAIN, COEFFICIENT OF 0.38, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 4. ALL INTERIOR GLAZING SEPARATING CONDITIONED FROM SEMI- OR UN -CONDITIONED SPACE SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF 0.38, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 5. ALUMINUM ENTRANCE AND WINDOW SYSTEMS TO BE 2' X 4 1/2' GLAZED ALUMINUM STOREFRONT. US ALUMINUM CENTER GLAZING OR APPROVED EQUAL 6. ALIGN ALL NEW WINDOWS WITH ADJACENT DOOR HEADS (OR STRUCTURAL OPENING IF SPECIFIED). 7. ALL NEW WINDOWS TO HAVE INSULATED GLASS, T1NT/COLOR TO MATCH EXISTING ADJACENT - PROVIDE SAMPLE TO OWNER FOR APPROVAL KEY NOTES: G 1. NEW STOREFRONT SYSTEM IN EXISTING OPENING - FINISH TO MATCH EXISTING 2. EXISTING HIGH DOCK DOOR TO REMIAN. 3. NEW UGHT FIXTURE CONTRACTOR TO CONFIRM MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FC AT WALKING SURFACE PER IBC 1006.2 AND 1006.3. 4. NEW ADHESIVE FILM (3M SH2MAMM-1201 MILKY MILKY) TO INSIDE FACE OF LOWER GLASS PANELS, ANO/OR WHERE INDICATED BY HATCH. 5. EXISTING MAND DOOR AND CONCRETE STAIR TO REMAIN. PER PLAN to 4 /al) EXISTING CONCRETE PANEL PARTITION TYPE AS SCHEDULED BACKER ROD AND SEALANT BOTH SIDES FIELD VERIFY �--�'�-~— KAWNEER 451-T OR EQUAL STOREFRONT STbItM TYP. WINDOW HEAD 1 1/2" = 1'-0" jO 4 WINDOW BUNDS, WHERE OCCUR UNE OF WALL BEYOND GLAZING PER ELEVATIONS PARTITION TYPE AS SCHEDULED 5/8' GWB RETURN BACKER ROD AND SEALANT BOTH SIDES KAWNEER 451-T OR EQUAL STOREFRONT STSIEM GLAZING PER ELEVATIONS BACKER ROD AND SEALANT BOTH SIDES EXISTING CONCRETE PANEL TYP. WINDOW JAMB 1/2" = 1'-0" PLAN AT FRONT ENTRY PRE j ENG. METAL STAIR EXTERIOR METAL FINISH SPECS: ALL EXTERIOR METALS TO BE GALVANIZED (ALUMINUM WINDOW SYSTEMS SPECIFIED ELSEWHERE.) BOLLARDS: PAINTED SAFETY YELLOW STAIRS: TO MATCH EXISTING RAILINGS: TO MATCH EXISTING DIVrO 7 CBRE NELSON arch •rahl t.ets 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com 1..10 W co C/) aJ a) Co ft W 0 O z u. IO O cc z 0_ co EL W J CV ZWA 0 5 m co REVIEWED FOR CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Submittals/Rev`sions: FOR PERMIT 11/02/18 Sheet Title: EXTERIOR ELEVATIONS & DETAILS Date: Design: 10/31/18 Drawn: Project No: Approved: Building No: 18-164.06 KCR A3.1 1 "=11-0" 1/4" = 1'-0" NUV 01 2018 PERMIT C LITER Sheet No: COPYRIGHT CRAFT ARCHITECTS 2018 GENERAL NOTES: 1 1/2" MAX ALLOWABLE STRESSES: VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. N • PARTITION AS SCHEDULED 1/4" DIA SHEET METAL. SCREWS TO METAL BLOCKING/BACKING 1 1/2" DIA GRAB BAR (1 1/4" MIN TO 7 MAX OUTSIDE DIA) PROTRUDING ELEMENT 16 GA METAL STUD BLOCKING W/ (1) A35 CUP TOP AND BOTTOM OR 3/4" PLYWOOD BACKING PLAM, FRP OR CERAMIC TILE OVER WATER-RESISTANT GYM OR PREFABRICATED SHOWER MODULE 19 GRAB BAR DETAIL BRUSHED ALUMINUM TRIM CAP WAINSCOT W/ METAL TRIM AT SHEET EDGES PER FINISH PLANS STRATEGIZE LOCATION OF LAMINATE SEAMS TO MINIMIZE VISIBILITY. LAYOUT SEAMS SYMMETRICALLY WHENEVER POSSIBLE. COVE FLOORING RETURN UP WALL AT RESIDENT SHEET FIOCR SECTION * WAINSCOT = 1'-0" tar 0 0 z b N 0 a 2'-1' UON 10 w 0 w Lr w 3/4' BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4 COUNTERTOP W/ PLAM FINISH PER FINISH PLANS, SELF EDGE DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE, TYPICAL LOW PRESSURE LAMINATE AT CABINET/DRAWER INTERIOR - WHITE PULLS: 4 WIRE, SATIN ALUMINUM/CHROME FINISH 3/4 DRAWER FACE W/ PLAM FINISH PER FINISH PLANS BASE, AS SCHEDULED 17 SECTION DRAWER BANK OPEN A ALIGN WITH TOP OF ADJACENT CABINET LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4' DOOR W/ PLAM. FlNISH PER FINISH PLANS PULLS: 4' WIRE, SATIN ALUMINUM/CHROME FINISH UNE OF CABINET SIDE PANEL U MICROWAVE SHELF AND ALL EXPOSED SURFACES, PLAM. FINISH PER ELEVATION b N w 0 i 1'-8' CLEAR SECTION MICROWAVE SHELF 1'-1" MIN. CLEAR INSIDE in z 4 sr 2'-1' UON 3/4' DOOR W/ PLAM FINISH PER FINISH PLAN LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4' ADJUSTABLE SHELF FLUSH MOUNTED SHELF STANDARDS OR DRILL FOR PINS PULLS: 4' WIRE, SATIN ALUMINUM/CHROME FINISH VALANCE \ \ to i Nt 3' ,IYf SECTION TYPICAL CABINET 3/4" BACKSPLASH W/ PLAM FINISH TO MATCH COUNTERTOP 3/4' COUNTERTOP W/ PLAM SELF EDGE FINISH PER FINISH PLANS DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINE INTERIOR - WHITE 3/4" DOOR W/ PLAM FINISH PER FINISH PLANS 2'-l' UON VARIES, 2'-10" UON BASE, AS SCHEDULED 3/4' BACKSPLASH W/ PLAM FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM SELF EDGE FINISH PER FINISH PLANS FALSE DRAWER FRONT W/ PLAM FINISH TO MATCH DOOR PULLS: 4" WIRE, SATIN ALUMINUM/CHROME FINISH OFFSET DRAIN WITH INSULATION LOW PRESSURE LAMINATE AT CABINE INTERIOR - WHITE 3/4' DOOR W/ PLAM FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION ' SINK BASE P-LAM UPPER CABINET/MICROWAVE SHELF P-LAM COUNTERTOP & BACKSPLASH BREAKROOM ELEVATION 1/4" = 1'-0" B UNISEX RESTROOM ELEVATIONS 1/4" = 1'-0" B '�j UNISEX RESTROOM ELEVATIONS �"J 1/4" - 1'-0" C I C n 0 Sc D D ENLARGED TOILET ROOMS 1/4" = 1'-O" 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, UON. 2. NEW RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603 AS SUMMARIZED ON SHEET T1.2. KEY NOTES: O. RESTROOM ACCESSORY MANUFACTURER: BOBRICK, CLASSIC SERIES UON. STAINLESS STEEL WITH SATIN FINISH 1. WATER CLOSET. REFER TO 604/T1.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. SINK IN COUNTER TOP. REFER TO 606/T1.2. 3. WALL HUNG SINK. REFER TO 606/T1.2. 4. SURFACE MOUNTED MIRROR. 24X36. REFER TO 603/T1.2. 5. SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/T1.2. 6. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. REFER TO 606/T1.2. 7. SURFACE MOUNTED TOILET SEAT COVER DISPENSER. REFER TO 606/T1.2. 8. TOILET PARTITION, OVERHEAD BRACED. REFER TO 604/T1.2. 9. RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO 606/T1.2. 10. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 19/A5.1. PROVIDE BLOCKING AS REQUIRED. 11. FLOOR DRAIN WITH TRAP PRIMER. 17 SQUARE SECTION OF FLOOR TO SLOPE TOWARD FLOOR DRAIN. 12. WALL HUNG URINAL REFER TO 605/71.2. 13. MANEUVERING CLEARANCES / CLEAR FLOOR SPACE REQUIRED AT FIXTURE. REFER TO 305, 404, 604/T1.2., TYP. 14. WAINSCOT, TYPICAL ALL (4) WALLS, UNO OR SHOWN WITHOUT WAINSCOT IN ELEVATION. 15. WHITE INSULATION/COVER, SEE 606.6/T1.2. 16. SIGNAGE WITH BRAILLE, REFER TO 703/T1.2 SINGLE OCCUPANCY: TRIMCO, 529, BLUE, MENS: TRIMCO, 527, BLUE, WOMENS: TRIMCO, 528, BWE PIVrOM-7 CITYu i` 1 NUV O1 2018 PE?M:r CENTER CBRE NELSON ch t i t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchltects.com I..L0 W Cl) Cl) W a) co cc 0 W ir 0 U a- N z_ 0 -J z cc 0 O. cc z a- co J6 o CY)1 RIll TANT REVIEWED FOR CODE COMPLIANCE APPROVED NCV 30 2018 City of Tukwila BUILDING DIVISION Submittals/Revisions: FOR PERMIT 11/02/18 Sheet Title: INTERIOR ELEVATIONS & DETAILS Date: Design: 10/31/18 Drawn: Project No: Approved: Building No: 18-164.06 KCR Sheet No: A5.1 COPYRIGHT CRAFT ARCHITECTS 2018 GWB PANT TO MATCH EXISTING ADJACENT 5-1/2' x 1-5/8', 25 GA MTL STUD FRAMING 0 24' OC MAX I i EXT. DOOR JAMB - HM = 1'-on GWB, PANT TO MATCH EXISTING ADJACENT WALL BEYOND SEALANT SHIM HM DOOR FRAME HM DOOR - THRESHOLD BELOW EXT. O" DOOR HEAD - HM tL DOOR AND TRIM DOOR DRIP EDGE SEALANT SHIM HM DOOR FRAME - HM DOOR FLOOR FINISH MATL SANE ON BOTH SIDES OF OPENING RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE CONCRETE SLAB DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE DRYWALL SCREW, (1) NEXT TO EACH RETAINER CUP DOUBLE METAL STUDS EACH SIDE 2 ROOM SIDE PASSAGE SIDE BUILDING STANDARD FRAME W/ METAL STOP GLASS, SEE DOOR SCHEDULE SIDELIGHT/RELITE JAMB GLASS, SEE DOOR AND RELIT SCHEDULE TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN W/ METAL STOP FINISHED FLOOR, SEE FINISH SCHEDULE SIDELIGHT HEAD/SILL-TIMELY 3" = 1'-O" WALL TYPE AS SCHEDULED STEEL RUNNER DRYWALL SCREW, (1) NEXT TO EACH RETAINER CUP STEEL CASING WITH HEAT TREATED CASING RETAINER CUP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED INT. DOOR HEAD - TIMELY WALL TYPE AS SCHEDULED 20 GA STEEL STUD STEEL CASING WITH HEAT TREATED CASING RETAINER CUP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED INT, DOOR JAMB - TIMELY 1'-0" CARPET OVER PAD. IF CARPET TILE (1/4") OR WALK -OFF MAT (5/8") - FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION - REFER ALSO TO GENERAL NOTES DOOR 3/8"x1-1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB TILE CONCRETE SLAB OR RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP TILE DOOR/RELITE SCHEDULE OPENINGS FRAMES DETAILS REMARKS OM R# ROOM NAME TYPE ON H) THICIC. MATERIAL GI INSUL F TANG TYPE RNR TYPE MATERIAL FNISH HEAD JAMB SILL 100A OPEN OFFICE STOREFRONT 3'-0" X 7'-0" PER MANUF. METAL/GLASS TIG Y - A FF 1 METAL FF 11/A3.1 7/A3.1 6/A3.1 101 TOILET 1 F 3'-0' X 7'-0" 1 3/4' WOOD - - - I CLEAR 1 METAL FF 3/A6.1 3/A6.1 2/A6.1 2/A6.1 6/A6.1 6/A6.1 102 TOILET 2 F 3'-d X 7'-d 1 3/4 WOOD - - I CLEAR 1 METAL FF 103 OPEN OFFICE F 3'-d X 7'-d 1 3/4 WOOD - - - H CLEAR 1 4 METAL METAL FF FF 3/A6.1 3/A6A & 4/A6.1 2/A6.1 2/A6.1 & 5/A6.1 6/A6.1 6/A6.1 & 4/A6.1 104 CONFERENCE F 3' -0- X 7-Cr 1 3/4' WOOD - - - E CLEAR 105 OFFICE 2 F 3'-0" X 7' -Cr 1 3/4' WOOD - - - B CLEAR 4 METAL FF 3/A6A & 4/A6A 2/A6.1 & 5/A6A 6/A6.1 & 4/A6.1 106 OFFICE 1 F 3'-0" X 7'-13- 1 3/4 WOOD - - - B CLEAR 4 METAL FF 3/A6.1 & 4/A6.1 2/A6.1 & 5/A6.1 6/A6.1 & 4/A6.1 107 WAREHOUSE F 3'-0" X 7'-0" 1 3/4 HM - - - A PAINT 1 HM PANT 7/A6.1 8/A6.1 EXTERIOR DOOR/RELITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE f t t A S F (FLUSH) PER DOOR SCHEDULE STOREFRONT FINISH SPECIFICATIONS: FLOOR FINISHES: FLOOR FINISH TO BE CPT-1, U.N.O. CPT CARPET, BROADLOOM SHAW CONTRACTOR GROUP TERRA BL, 5A037, 37500, BLACK GUM FCPT CARPET, TILE 2 SHAW CONTRACTOR GROUP REVERSE, 5T069, ZONE, 69505 MONOLITHIC INSTALLATION LYE 1 LUXURY VINYL TILE FLOORING SHAW CRETE 0203V, HAZE 03720 RESIDENT SHEET FLOORING ARMSTRONG, CONNECTION CORLON 86717, OTTER GRAY M2 ART l 2 I ARMSTRONG, STANDARD EXCELON 51927, FIELD GRAY SLR 1 SEALED CONCRETE CLEAR WALK OFF MAT WO (AT MAN SUITE ENTRY AND ALL 1 ENTRANCES/EXITS TO/FROM WAREHOUSE) CONNEXUS SUPER NOP 52, GRIS/CHARCOAL WA WALL 1 PT 2 FRP PL 3 LL FINISHES: FINISH TO BE PT-1, U.N.O. PAINT (GENERAL) SHERWIN WILLIAMS, SW 7014 EIDER WHITE PAINT (ACCENT) SHERWIN WILLIAMS, SW 7017 DORIAN GRAY PAINT (ACCENT) SHERWIN WILLIAMS SW 7015 REPOSE GRAY FRP (WAINSCOT) MARLfTE P-151, LIGHT GRAY PLASTIC LAMINATE (ALT WAINSCOT) FORMICA 0315-60, PLATINUM WINDOW TREATMENT: FRAME TYPES: PER SCHEDULE f 1 0- 1 2'-0' LINO PER SCHEDULE ,' t WALL BASE: WALL BASE TO BE B-1, U.N.O. B 1 TG S RESILIENT BASE ROPPE, 193 BLACK/BROWN, 4" MILLWORK FINISHES: PLASTIC LAMINATE (BASE &/OR UPPER) WILSONART 8201K, GREY ELM PL 2 4 PLASTIC LAMINATE (COUNTERTOP) NEVAMAR EASY ELEGANCE VA5002-T MWINDOW TREATMENT ROLLER SHADE, MANUAL OPERATION, INSIDE MOUNT HEADER, OUTSIDE MULUON PHIFER, SHEERWEAVE, BASIC, COLOR: WHITE/PLATINUM, 3% OPENNESS. CONTINUOUS CONTROL CHAIN, ANCHORED TO WALL, FASCIA: ANODIZED ALUMINUM TO MATCH STOREFRONT NT 2 WINDOW TREATMENT - ALTERNATE MINI -BLIND, METAL, 1', INSIDE MOUNT FINISH: ALUMINUM 8 w a DOOR HARDWARE NOTES: TYPE k EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE B: OFTTCE TYPE LOCKSET TYPE C: OFFICE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE D: PUSH/PULL, CLOSER TYPE E: PASSAGE SET TYPE F: PASSAGE SET, CLOSER TYPE G: STOREROOM LOCKSET, CLOSER TYPE H: STOREROOM LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE I: PRIVACY WITH 'IN USE' INDICATOR TYPE K: CARD READER WITH KEY OVERRIDE, FAIL SAFE, CLOSER TYPE L• STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON INACTIVE LEAF, MANUAL FLUSH BOLTS AT TOP MD BOTTOM TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND ADJUST EXISTING HINGES AND CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404), NEW WEATHERSTRIPPING DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF IBC 1010.1.9 AND ANSI A117.1 SECTION 404, AS SUMMARIZED ON 11.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS NAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO NE DOOR STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LLIItKS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 4. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL 18 GAUGE WITH 2' FACES MD 5/8' STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, VON. 5. EXTERIOR DOORS (STOREFRONT/ENTRANCE) TO BE 2"X4 1/2", CENTER GLAZED, MEDIUM STILE, THERMALLY BROKEN, ALUMINUM STOREFRONT. KAWNEER OR APPROVED EQUAL FINISH TBD OR TO MATCH EXISTING ADJACENT. 6. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, UNIFORM WHITE BIRCH, ROTARY CUT, NATURAL, CLEAR 100 FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH, BLACK. ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED FACTORY FINISH (WESILRN INTEGRATED, SERIES 300, 1" SQUARE TRIM OR EQUIVALENT). 7. IG INDICATES INSULATED GLAZING, TYP. 8. TG INDICATES TEMPERED GLAZING, TYP. 9. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DEIINMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 11. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U-FACTOR. 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER WSEC C402.4.6. 13. GC TO COORDINATE WITH TENANT SUPPUED AND INSTALLED SECURITY AND ALARM STSItM. 14. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. 15. ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR BASE WALLS CEILING REMARKS SUBSTRATE MATERIAL FINISH FNISH NORTH EAST SOUTH WEST MATERIAL HEIGHT MATERIAL FINISH MATERIAL FINISH MATERIAL FISH MATERIAL RVISH 100 OPEN OFFICE EXIST. CPT-1/WOM-1 B-1 R-1 R-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP ±9'-d AFF 101 102 103 TOILET 1 TOILET 2 EXIST. EXIST. R-1 R-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-i/FRP-1 GWB GWB ±s'-d AFF f8'-d AFF SEE 18/A5,1 GWB PT-1/FRP-1 On PT-1/FRP-1 GWB PT-1/FRP-1 GWB PT-i/FRP-1 SEE 18/A5.1 HALLWAY Dag.CPT-1/WOM EXIST. -1 CPT-1 B-1 B-1 B-1 GWB T-1 GWB PT-1 GM PT-- 1 GWB �-1 ACP t10'-d AFF 104 - - 105 106 CONFERENCE GWB PT-1 GWB PT-1 GWB PT-i GWB PT-1 ACp ±10'-0" AFF OFFICE 2 EXIST. CPT-1 GWB PT-1 GWB PT-1 GWB PT-i GWB PT-1 ACP ±10'-0- AFF OFFICE 1 EXIST, EAST. CPT-1 LVT-1 B-1 GWB PT-1 GWB PT-1 GWB PT -I GWB PT-1 ACP ACP ±10'-0' AFF ±10'-0" AFF 107 BREAK RM B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ROOM FINISH GENERAL NOTES: 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT-1, UON. 3. RUBBER BASE, B-1 THROUGHOUT, LION. 4. CARPET, CPT-1 THROUGHOUT, LION. 5. INTERIOR GWB CEIUNGS AND SOFFITS TO BE PT-1, LATEX WITH FLAT FINISH, UON. TOILET ROOM GWB COUNGS AND SOFFITS TO BE PT-1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UON. 6. SEE REFLECTED CEIUNG PLANS FOR CEIUNG FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. B. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 9. GWB SURFACES TO RECENE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 10. ALL MATERIALS, PREPARATION MID WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE 11. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. 12. 13. 14. 15. 16. 17. 18. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE PLASTIC LAMINATE, PL-1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UON. PLASTIC LAMINATE PL-2 AT ALL COUNTERTOPS AND BACKSPLASHES, LION. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET. WHERE FLOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. RRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. PROVIDE NEW WINDOW BONDS (WT-1) AT ALL EXTERIOR WINDOWS AND INTERIOR RELIES. 41716---054-7 ulcWILA NUV 01 2018 PERMIT CENTER CBRE NELSON arch 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CO t+ r 0 (ID W -+--� W co cc co 0 U O U a_ co N Z CI -J co Z 0 O he 0 CC Z 13- CD J n c co colas TAN' REVIEWED FOR CODE COMPLIANCE APPROVED NOV 302018 City of Tukwila bSION I FOR PERMIT 11/02/18 Sheet Title: DOOR AND FINISH SCHEDULE Dote: Design: 10/31/18 Drown: Project No: Approved: Building No: 18-164.06 KCR A6.1 SILL/FLOOR TRANSITION = 1'-0" Sheet No: COPYRIGHT CRAFT ARCHITECTS 2018 NOTE: WALL INFlLL TO UNCONDITIONED SPACE ROD AND SEALANT J TRIM (2) LAYERS 115 BUILDING PAPER OVER EXT. SHEATHING 1/2" SHEATHING 6' x 1-5/8", 25 GA MR. STUD FRAMING 0 24' OC MAX W/ R-21 BATT INSULATION AND FSK-25 VAPOR BARRIER (3) COAT EXTERIOR STUCCO SYSTEM: 1. SCRATCH COAT 2. BROWN COAT 3. FINISH COAT EXPANDED METAL MESH DRAINAGE MAT 6' WIDE SELF ADHESIVE WATERPROOF MEMBRANE TO FACE OF EXISTING SHEATHING GALVANIZED METAL WEEP SCREED CONTINUOUS 24 GA. GALVANIZED BASE WALL FLASHING EXISTING CONCRETE FOUNDATION EXTERIOR WALL INFILL GWB ARE TAPED SILL SEALER EXISTING CONC. SLAB SIM: III !I )� I( I I SOUND BATT INSULATION RR PLUMBING WALL 6" 20 GA CEIUNG JOISTS 0 24 OC - MAX 1/2" DEFLECTION (L/240) WATER RESISTANT GWB CEIUNG WATER RESISTANT GWB OVER 6" x 1-5/8", 25 GA MR STUD 0 24" DC MAX 1/7 DEFLECTION (L240) WI R-19 BATT INSULATION W/ FSK-25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS MR STUD RUNNER ATTACHED TO EXST CONC SLAB W/ 5/32' DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4' PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS SIM: USE WALL TYPE 1 STUD SIZE & TYPE 112 GA VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS IINIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIII 1/6" POP RIVET 0 ALL MEMBERS ONE WALL WALL ANGLE 4 - 112 GA SEISMIC SPLAY BRACE WIRES 2 - 112 14 GA SCREWS 0 STUDS TO T-BAR MAIN RUNNER ACP IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PROVIDE 3/4 SPACE OPPOSING WALL h MAIN RUNNER OR CROSS TEE � N PARTITION AS SCHEDULED CROSS TEE MR STUD COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH 0 PURLIN ABOVE W/ 218 SHT MR SCREWS. DO NOT ATTACH TO STIFFENERS. 45° TYPICAL 45° TYPICAL SCHEDULE MAX. HT OF COMPRESSION STRUT TUTU S17F__b f,A SINGLE STUD DOUBLE STUQ 1-5/8" x 20 GA SS 7'-8" 11'-e 2-1/2' x 20 GA SS 7'-7' 16'-6' 3-1/2' x 20 GA SS 7'-4' 22'-9" 8005200-54 29'-0" 1-5/8" x 20 GA WC 10'-0' 11'-6" NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ 16 SCREW 0 18' OC SUSPENDED ACP DETAIL - R-38 CONTINUOUS BATT INSULATION ENTIRELY ABOVE DECK (TYPICAL). PIN WIRE OR STRING TO TOP OF i l FRAMING IN ZIG-ZAG PATTERN TO KEEP INSULATION FROM SAGGING. OFFICE DIAGONAL STRAP BRACING WI GUSSET PLATE AND ATTACHMENT. PER STRUCTURAL FLAT JOIST BRACE 0 48' OC, PER STRUCTURAL FALSE CEILING FRAMING. SEE SHEET A2.2 FOR JOIST SIZE SUSPENDED ACOUSTICAL CEIUNG, HUNG FROM FALSE ROOF DECK - NOT DESIGNED FOR ANY LIVE LOADING 6" 20 GA CEILING JOISTS 0 24' CC - MAX 1/2' DEFLECTION (L/240) 5/8' TYPE X' GWB OVER 3-5/8' X 1-5/8' 20 GA METAL STUDS 0 24' OC W/ SOUND BATTS. CEILING PER PLAN METAL STUD RUNNER ATTACHED TO EXISTING CONC. SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN, 18" DC RR/OFFICE PARTITION 4 R-38 CONTINUOUS BATT INSULATION ENTIRELY ABOVE DECK (TYPICAL). PIN WIRE OR STRING TO TOP OF FRAMING IN ZIG-ZAG PATTERN TO KEEP INSULATION FROM SAGGING. 1 1/2`x 1 1/2x 3 1/4' LONG, MIN X 16 GA CUP W/ (2) #8 SCREWS THRU JOIST WEB AND THRU TRACK, TYPICAL TRACK TO MATCH JOIST DEPTH AND MIL. W/ (3) #8 SCREWS TO EACH WALL STUD, TYP. FALSE CEILING FRAMING, SEE SHEET A2.2 FOR JOIST SIZE. SUSPENDED ACOUSTICAL CEIUNG, HUNG FROM FALSE ROOF DECK - NOT DESIGNED FOR ANY LW LOADING 5/8' TYPE X' GWB, F1RETAPED ONLY ON WAREHOUSE SIDE - FINISH AS SCHEDULED ON OFFICE SIDE, OVER 6' x 1-5/8', 25 GA MR. STUD FRAMING 0 24" DC MAX 1/2" DEFLECTION (L240) W/ R-21 BATT INSULATION W/ R10 CONTINUOUS RIGID INSULATION AND FSK-25 VAPOR BARRIER WHERE EXPOSED AND AT WARN WALLS MR STUD RUNNER ATTACHED TO EXST CONC SLAB WI 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4' PENETRATION MIN, 24" OC OFFICE DEMISING WALL SIM: USE RESTROOM CEIUNG TYPE WHEN INSTALLED IN THE BUILDIING THERMAL ENVELOPE, LIGHT FIXTURE SHALL BE IC RATED MO LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 2.0 CFIA WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL GASKET OR CAULK, TYPICAL ALL (4) SIDES SUSPENDED ACOUSTICAL. CEILING FLUOR. LIGHT SECTION 1/2" = 1'-0" plfhO R-38 CONTINUOUS BATT INSULATION ENTIRELY ABOVE DECK (TYPICAL). DIAGONAL STRAP BRACING W/ GUSSET PLATE AND ATTACHMENT, PER STRUCTURAL & 16/A8.1 JOIST BRACE 0 48' OC, PER STRUCTURAL & 16/A8.1 1 1/2x 1 1/Tx 3 1/4 LONG, MIN X 16 GA. CUP W/ (2) #8 SCREWS THRU JOIST WEB AND THRU TRACK, TYPICAL TRACK TO MATCH JOIST DEPTH AND MIL W/ (3) #8 SCREWS TO EACH WALL STUD, TYP. FALSE CEIUNG FRAMING, SEE SHEET A2.2 FOR JOIST SI R 21 BATT INSULATION STICK PINNED TO CONCRETE WALL WITH CONTINUOUSLY TAPED WHITE VINYL FACED VAPOR BARRIER ABOVE FURRING 5/8" 'TYPE X' GWB OVER 3-5/8" X 1-5/8" 20 GA METAL STUD FURRING 0 24" OC MAX 1/2- DEFLECTION (L240) W/ R-13 BATT INSULATION W/ FSK-25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS. SUSPENDED ACOUSTICAL CEILING, HUNG FROM FALSE ROOF DECK - NOT DESIGNED FOR ANY LIVE LOADING R-13 BAIT INSULATION BETWEEN EXISTING CONCRETE PANEL AND FURRING METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4 PENETRATION MIN, 18" DC STRUCTURE/FALSE ROOF DECK ABOVE HILTI X-ZF2OTHP W/)" MAX EMBEDMENT 2 - #10 SELF -TAPPING SCREWS GWB OVER 3-5/8" x 1-5/8', 25 GA MIL STUD FRAMING 0 24" OC 2 BRACE: 8" METAL STUD OR 3/4' DIA RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. ALTERNATE (180) DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE SPACE BRACE AT 8'-0' DC MAX. ALTERNATE DIRECTION (1801 EVERY BRACE OR PER LOCAL JURISDICTION SOUND BATT INSULATION IN WALL AND SPANNING PARTITION ABOVE CEILING WHERE INDICATED SCREW TO TRACK WITH (2) /10 SELF -TAPPING SCREWS NOTCH CEIUNG TILE AS REQ'D PROVIDE AT ALL PARTITIONS "L' METAL TRIM AT TOP OF WALL, TYP SUSPENDED ACOUSTICAL CEILING (ATTACHED TO STRUCTURE ABOVE) METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32' DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4' PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS INTERIOR PARTITION 1A: PROVIDE SOUND BATTS IN WALL ONLY 1B: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2'-0' EACH SIDE OF WALL 1C: GWB CEILING CEILING NOTES: PER: 2015 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 808). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10 SECT 13.5.6 (REFERENCED IN IBC 1613.1). GENERAL RECOMMENDATIONS A REFERENCED SOURCES PER HIERARCHY: 2015 INTERNATIONAL BUILDING CODE (BC), AMERICAN SOCIETY OF CVIL ENGINEERS (ASCE 7-10), AMERICA SOCIETY OF IESTRIG MATERIALS (ATM C 835, ASTM C 638, ASTM E 5B0/E 58O), MD CEILINGS AND INTERIOR SYSIEMS CONSTRUCTION ASSOCIAI (05CA). a PARTITIONS THAT ARE RFD TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUM BRACING SHALL BE INDEPENDENT OF THE CEIUNG PLAY BRACING sTSILM. SOURCE: ASCE 7-10 SECTION 13.5.8.1 C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASV E580 SECTION 5.1.1 D. CFIUNGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS SOURCE ASTM E580 SECTION 1.4 E. THESE RECaRAERDATONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS SOURCE: AS1W E580 SECTION 3.2 F. All PARE TES ARE TO BE THREE TIGHT TURNS ARC/MO ITSETF WITHIN THREE INCHES. TWELVE GAGE HANGER MIRE SPACED 4 FOOT ON CENTER. SOURCE: ASTM C638 SECTION 2.14 G. CHANGES IN COUNG PLANES MILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6 LATERAL FORCE BRACING H. CEUNS CONSTRUCTED OF SCREW -OR -NAIL -ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROISCED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. SOURCE ASCE 7-10 SECTOR 13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION 1.7 I. CEBLNG AREAS OF 1000 FT2 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS SOURCE: ASIM E580 SECTION 1.6 1 LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AM) BEGIN NO FARTHER THAN 6 FEET FROM WALLS SOURCE ASTM E580 SECTION 5.28.2 K. SEISMIC SPLAY PARES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. MIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE Cf1UNG. SOURCE: ASTM E580 SECTION 5.282 L SEISMIC SPLAY MIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS MAN 200 POUNDS CR THE ACTUAL DESIGN LOAD, NTH A SAFETY FACTOR OF 2, MIBCIHEVER IS GREATER. SOURCE: CISCA ZONES 3-4 M. SPLAY PARES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2 N. RIGID BRACING MAY BE USED IN UEU OF SPLAY WIRES. SOURCE AS1M E5B0 POTION 5.234 0. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSOR SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: ASIW E580 SECTION 5.2.8.2 P. THE VERTICAL STRUT MAY BE ELT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. WALL MOLDINGS Q. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES 'AIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, IRE OTHER END SHALL HAVE A Y. INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE SOURCE: ASTM E580 SECTION 5.22, SECTION 5.2.3 SPREADER BARS R. TERMINAL ENDS CF MAN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER CR HAVE SOME OTHER APPROVED MEANS TO PREVENT IHDR SPREADING. STABILZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR NUM 8 IN. OF EACH WALL SOURCE ASIM E580 SECTION 5.24 S. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. PREMIER BARS ARE NOT REWIRED F A 90 DEGREE INIERSECTNG CROSS OR MAIN IS NUN 8 INCHES OF THE PERIMETER WALL HANGER (SUSPENSION) WIRES T. HANGER AND PERIMETER MIRES MUST BE PLUMB WINN 1 IN 6 UNLESS (ROURE 5A) COUNTER SLOPING WARES ARE PROVIDED. SOURCE AS1M C636 SECTION 2.1.4 U. HANGER MIRES SHALL BE 12 GAGE MID SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. SOURCE ASIA C636 SECTION 21 V. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS SOURCE CISCA ZONES 3-4 W. IERMINAL ENDS CF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED *THIN 8 NOES OF EACH WALL MI1H A PERIMETER WIRE SOURCE AS1W E580 SECTION 5.2.6 X. WIRES SHALL NOT ATTACH TO CR BEND AROUND INTERFERING MATERNAL OR EDAM/ENT. A 'TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. 'TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESST PE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. SOURCE: ASIM E5B0 SECTION 5.2.7.4 ELECTRICAL FIXTURES Y. UGHT FIXTURES WEIGHING LESS THAN 10 ROUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE THIS MIRE MAY BE SLACK. SOURCE ASTM E580 SECTION 5.3.4 Z. UGHT FIXTURES NEIGHING MORE THAN 10 POUNDS ANO LESS THAN 56 LDS SHALL HAVE IWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE THESE MIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.15 AA UGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: AS111 E580 SECTOR 5.16 AB. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE MIRE OR AN APPROVED ALTERNATE SUPPORT WI HOUT USING THE C LING SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE: ASIR E580 SECTOR 5.3.7 AC. TANDEM FIXTURES MAY UTLIZE COMMON WIRES. MECHANICAL SERVICES AD. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO ME CEILING SUSPENSOR MAIN RUNNERS OR TO CROSS RUINERS THAT HAVE THE SAME CARRWNG CAPACITY AS TE MAIN RUNNERS. SOURCE: A5111 E580 SECTION 5.4.1 M. TERMINALS OR SERVICES WEIGHING 20 LBS BUT NOT MORE THAN 58 CBS. SHALL HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE MIRES CONNECTING THEM TO THE CEILING STsTEM HANGERS OR THE STRUCTURE ABOVE THESE MIRES MAY BE SUCK. SOURCE AS1M E580 SECTION 5.4.2 AF. TERMINUS CR SERVICES MEIOHNG MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE AS1M E580 SECTION 5.4.3 SEISMIC SEPARATION JOINTS AG. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEIUNG SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED CF THE CELNGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. SOURCE ASCE 7-10 SECTION 13.5.6.2.2 B SPRINKLERS AH. FOR CEILINGS NIHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSRE RING, SLEEVE CR ADAPTER THROUGH THE CEDING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH N ALL HORIZONTAL DIRECTIONS. FLE)GBLE HEAD DESIGN THAT CAN ACCONMOOATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASTIR E580 SECTION 5.2.8.5 CBRE ■ NELSON archteats 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax wwwcrafts rch itects. corn CO L 0cc z IL 0 O O OONCz a� L J a ii N z 5 Ne Q � a m co U CONSULTANT REVIEWED FOR CODE COMPLIANCE APPROVED NOV 302010 City of Tukwila BUILDING DIVISION Submittals/Revisions: FOR PERMIT 11/02/18 n—..rs:tt.)1 CITY _ I" I NOV 01 2018 PERMIT CENTER Sheet Title: WALL TYPES Date: 10/31/18 Design: Drawn: Project No: Approved: Building No: 18-164.06 KCR Sheet No: A8.1 COPYRIGHT CRAFT ARCHITECTS 2018