The URL can be used to link to this page

Home My WebLink AboutPermit D18-0195 - DRA APARTMENT PROJECT - 8 APARTMENTS TO EXISTING COMMERCIAL SPACEDRA APARTMENT PROJECT 13530 53RD AVE S Apn: 0003000038 FINALED 05/26/2021 D18-0195 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0003000038 Permit Number: D18-0195 13530 53RD AVE S Project Name: DRA APARTMENT PROJECT Issue Date: 9/5/2019 Permit Expires On: 3/3/2020 Owner: Name: Address: Contact Person: Name: PRATEJ LLC 13530 53RD AVE S #100 , TUKWILA, WA, 98168 ANDREW KOVACH Address: 2115 COLBY AVE , EVERETT, WA, 98201 Contractor: Name: FORZA HOMES INC Address: 22902 74 AVE W , EDMONDS, WA, 98026 License No: FORZAH1874C0 Lender: Name: US BANK Address: 58 S SECOND ST, RENTON, WA, 98057 Phone: (206) 310-0325 Phone: (425) 835-0065 Expiration Date: DESCRIPTION OF WORK: ADDITION OF 8 APARTMENTS TO EXISTING COMMERCIAL SPACE REVISION #1, ADDED A 9TH APARTMENT TO THE PROJECT Project Valuation: $737,913.96 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VA Electrical Service Provided by: TUKWILA Fees Collected: $33,704.97 Occupancy per IBC: R-2 Water District: TUKWILA Sewer District: TUKWILA 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 Permit Center Authorized Signature: Date: 1")-7J-70,0219 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 agre-'to the conditions attached to this permit. Signature: Date: Print Name: Gtr 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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. 7: 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. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 32: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 15: 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) 12: 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) 13: 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) 14: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 16: Maintain fire extinguisher coverage throughout. 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: 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) 23: 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) 21: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 20: 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). 24: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 25: Local U.L. central station supervision is required. (City Ordinance #2437) 26: 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) 27: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 28: 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. 29: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 33: ***PUBLIC WORKS PERMIT CONDITIONS*** 34: Prior to issuance of the future Building permit for the proposed Mixed Use Conversion pay a Transportation Impact Fee in the amount of $5,010.21. Fee based on 9 new multi family dwelling units in Zone 2 x $556.69 per dwelling units = $5,010.21. 35: Prior to Public Works final inspection, Owner/Applicant shall sign w/Notary turnover documents. Public Works will prepare turnover documents required as part of DRA Building permit no. D09-110 and this permit for Owner's signature. Turnover documents include Right -of -Way Dedication, Conveyance of Public Infrastructure, Material List, and Public Easement. Documents to be recorded at King County Recorder's Office and recording costs shall be paid by the Owner. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0450 FIRE/SMOKE RESISTANT PEN 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 0603 ROOF/CEILING INSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR ;:*) City of Tukwila Department of Community Development 40 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 0a Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: DEVELOPMENT PERMIT 0003000038 Permit Number: D18-0195 13530 53RD AVE S Project Name: DRA APARTMENT PROJECT Issue Date: 9/5/2019 Permit Expires On: 3/3/2020 Owner: Name: Address: PRATEJ LLC 13530 53RD AVE S #100 , TUKWILA, WA, 98168 Contact Person: Name: ANDREW KOVACH Phone: (206) 310-0325 Address: 2115 COLBY AVE , EVERETT, WA, 98201 Contractor: Name: FORZA HOMES INC Phone: (425) 835-0065 Address: 22902 74 AVE W , EDMONDS, WA, 98026 License No: FORZAH1874C0 Expiration Date: Lender: Name: US BANK Address: 58 S SECOND ST, RENTON, WA, 98057 DESCRIPTION OF WORK: ADDITION OF 8 APARTMENTS TO EXISTING COMMERCIAL SPACE Project Valuation: $500,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VA Electrical Service Provided by: TUKWILA Fees Collected: $30,149.04 Occupancy per IBC: R-2 Water District: TUKWILA Sewer District: TUKWILA 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: Qi Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: ( p \ Print Name: r\Wo X 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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. 7: 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. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 32: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 15: 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) 12: 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) 13: 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) 14: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 16: Maintain fire extinguisher coverage throughout. 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: 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) 23: 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) 21: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 20: 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). 24: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 25: Local U.L. central station supervision is required. (City Ordinance #2437) 26: 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) 27: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 28: 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. 29: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 33: ***PUBLIC WORKS PERMIT CONDITIONS*** 34: Prior to issuance of the future Building permit for the proposed Mixed Use Conversion pay a Transportation Impact Fee in the amount of $4,453.52. Fee based on 8 new multi family dwelling units in Zone 2 x $556.69 per dwelling units = $4,453.52. 35: Prior to Public Works final inspection, Owner/Applicant shall sign w/Notary turnover documents. Public Works will prepare turnover documents required as part of DRA Building permit no. D09-110 and this permit for Owner's signature. Turnover documents include Right -of -Way Dedication, Conveyance of Public Infrastructure, Material List, and Public Easement. Documents to be recorded at King County Recorder's Office and recording costs shall be paid by the Owner. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0450 FIRE/SMOKE RESISTANT PEN 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 0603 ROOF/CEILING INSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKi4A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per: No. D t pJ ^ a t9s-N Project No. Date Application Accepted: Date Application Expires: la --?4, `G0 (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 1350 53RD AVE S, Tukwila WA 98168 Site Address: King Co Assessor's Tax No.: Tenant Name: Owner 003000038 N/A Suite Number: Pf24. rtwfuDP-eA,ba- t PROPERTY OWNER Name: Andrew Kovach AIA Name: Dr. Raj Angolkar City: Everett State: WA Zip98201 Address: 13530 53rd Ave S #100 Email: andrew@kovacharchitects.com City: Tukwila, State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Andrew Kovach AIA Address: 2115 Colby Ave. City: Everett State: WA Zip98201 Phone: (206) 310-0325 Fax: None Email: andrew@kovacharchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: Renton State: WA Zip: 98057 Architect Name: Andrew Kovach Address: City: State: City: Everett State: WA Zip: Phone: Fax: Email: andrew@kovacharchitects.com Contr Reg No.: Exp Date: Tukwila Business License No.: H:'Applicationss\Fonns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh 2 and 3 Floor: New Tenant: ❑ Yes .No ARCHITECT OF RECORD Company Name: N?A Tenant Improvement only Company Name: Kovach Architects City: Renton State: WA Zip: 98057 Architect Name: Andrew Kovach Address: Address: 2115 Colby Ave. City: Everett State: WA Zip98201 Phone: (206) 310-0325 Fax: None Phone: Email: andrew@kovacharchitects.com ENGINEER OF RECORD Company Name: N?A Tenant Improvement only Engineer Name: City: Renton State: WA Zip: 98057 Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Jessica Cohen/US Bank Address: 58 S 2nd St City: Renton State: WA Zip: 98057 Page 1 of 4 BUILDING PERMIT INFORMATIOr06-431-3670 Lr 500,000.00 2,587,000.00 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 2M010-)(\' ° J24/Zk4 oles-ct-Q1 5 4-6 5?atArf-W6 see Will there be new rack storage? 0 Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings his or her primary residence.30 2 Number of Parking Stalls Provided: Standard: Compact: handicap: Vacant Office to esidential Will there be a change in use? 0 Yes ❑ No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinlders ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplcations\Foma-Applications On Line \2011 Applications\Pernrit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 3,600 gsf 0 5-A B 2nd Floor 1,887 gsf 4,329 gsf 0 5-A B/R2 3rd Floor 5,040 gsf 0 5-A R2 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 his or her primary residence.30 2 Number of Parking Stalls Provided: Standard: Compact: handicap: Vacant Office to esidential Will there be a change in use? 0 Yes ❑ No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinlders ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplcations\Foma-Applications On Line \2011 Applications\Pernrit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 PUBLIC WORKS PERMIT INFOrATION — 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 0 ..,Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate 0... Valley View 0... Sewer Availability Provided 0 .. Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle DSetic System: On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) 0... Hold Harmless — (SAO) 0... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards 0 .. Storm Drainage ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line .55 15 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 3, WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size " ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) O...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Dr. Raj Angolkar Day Telephone: Mailing Address: 13530 53rd Ave S #100 Tukwila WA 98168 Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:WpplicationsWonna-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — 11114 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 0 ER 0 I1/Y//_�jiJ THORI� 6/26/2018 Date: Signature: JA�',"/ Print Name: Andrew Kovach AIA Day Telephone: (206) 310-0325 2115 Colby Ave. Everett WA 982101 Mailing Address: City State Zip H:\ApplicatiozaWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Valuation Details Job Value: 5737,913.96 Q Add Vatuatforrs Description QTY Units Unit Cost Amount d ) d ) TENANT IMPROVEMENT VALUE R-2 EA 51.00 50.00 El 1 Job Value: 5737,913.96 5737,913.96 Financial Information Charged: 511,400.88 Paid: 50.00 Due: 511,400.88 0Add 4Pay ,iRefuMRecelpts t History ei.Deposits 4i? Invoicing i Un•Pay Description Qty Amount Comments Paid Invoice , (1 DEVELOPMENT EI PERMIT FEE r 1Y -11 1 010/ 56,703.75 Y, R000.322.100.00.00 et PLAN CHECK FEE 54,357.44 '15 R000.345.830.00.00 10 1. El WASHINGTON STATE SURCHARGE 54_50 S2 EAADDI ... r/ ) v 3 t� ) ) ) 511.065.69 8640.237.114 Et DEVELOPMENT FIRE - COMM R000.342.400.01.11 k: DEVELOPMENT FIRE - RES R000.342.400.01.11 Q TECHNOLOGY FEE R000.322.900.04.00 50.00 50.00 5335.19 Charged: 511,400.88 6 Deposit Bal: 50.00 tt Paid: 50.00 Due: 511,400.88 O BULLETIN A2 (1.:) TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME IYiyek AMI j4 /.3-ff a6-< PERMIT # J18 —a l9-5 If you do not p ovide contractor bids or an engi eer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. — D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 —1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for PT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 —200,000 $269.75 for 1' 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION 61) (1+4+5) $ Z- SO The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.20 1 f1 J BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 —100,000 $325.00 for the 1' 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01.01.20 2 (8) $ (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ Z I (j Transportation Mitigation $ 50 it, Other Fees $ Total A through I $.5 a 1 d 2i (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 50 12,-1- ESTIMATED 1ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $70.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2020 —12.31.2020 Total Fee 0.75 $625 $6,607 $7,232 1 $1125 $16,517.50 $17,642.50 1.5 $2425 $33,035 $35,460 2 $2825 $52,856 $55,681 3 $4425 $105,712 $110,137 4 $7825 $165,175 $173,000 6 $12525 $330,350 $342,975 Approved 09.25.02 Last Revised 01.01.20 Temporary Meter 0.75" $300 2.5" $1,500 3 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME �RAP120 P06�n^�N PERMIT # 1) J 8- o i1 95 / rd A„� . S. If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $250 (1) C. 2.0% of amount over $100,000, but Tess than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume — cubic yards Enter total fill volume cubic yards $ (4) Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ Z 50 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.18 1 F1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ (6) $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01.01.18 2 (8) (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ 4/4 5_; 5Z• I. Other Fees $ Total A through I $ 4+53 5z DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 4 53 — (10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2018 -12.31.2011 Total Fee 0.75 $625 \$6005 _-,� $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 02 $32,450 2 $2825 $ $50,865 3 $4425 6,080\� $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.18 Telflporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $72.10 D18-0195 Address: 13530 53RD AVE 5 Apn: 0003000038 $72.10 Credit Card Fee Credit Card Fee R000.369.908.00.00 0.00 $2.10 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20949 R000.345.830.00.08 1.00 $70.00 $72.10 Date Paid: Tuesday, June 16, 2020 Paid By: JERRY WANG Pay Method: CREDIT CARD 58037D Printed: Tuesday, June 16, 2020 10:46 AM 1 of 1 CRWSYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/16/2020 10:45:37 AM CREDIT CARD SALE VISA CARD NUMBER: **********6856 K TOTAL AMOUNT: $72.10 APPROVAL CD: 58037D RECORD #: 000 CLERK ID: Elisa X I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://www.convergepay.com/converge-webapp/ 6/16/2020 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,555.93 D18-0195 Address: 13530 53RD AVE S Apn: 0003000038 $3,555:93 Credit Card Fee $103.57 Credit Card Fee R000.369.908.00.00 0.00 $103.57 DEVELOPMENT $2,810.97 PERMIT FEE R000.322.100.00.08 0.00 $1,693.92 PLAN CHECK FEE R000.345.830.00.08 0.00 $1,101.05 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $16.00 PUBLIC WORKS $556.69 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $556.69 TECHNOLOGY FEE $84.70 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19834 R000.322.900.04.00 0.00 $84.70 $3,555.93 Date Paid: Thursday, January 23, 2020 Paid By: JERRY WANG Pay Method: CREDIT CARD 81688D Printed: Thursday, January 23, 2020 10:50 AM 1 of 1 CRWSYSTEMS 0 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 01/23/2020 10:49:30 AM CREDIT CARD SALE VISA CARD NUMBER: **********6856 K TRAN AMOUNT: $3,555.93 APPROVAL CD: 81688D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy A.1_441LA tags OGI Z41 7: j 1906 Cash Register Receipt City of Tukwila Receipt Number R17931 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID ,794.96 D18-0195 Address: 13530 53RD AVE S Apn: 0003000038 6,794.96 DEVELOPMENT $5,014.33 PERMIT FEE R000.322.100.00.00 0.00 $5,009.83 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $16,826.62 FIRE R304.345.852.00.00 0.00 $8,541.89 PARK R104.345.851.00.00 0.00 $8,284.73 PUBLIC WORKS $4,703.52 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $4,453.52 TECHNOLOGY FEE $250.49 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17931 R000.322.900.04.00 0.00 $250.49 $26,794.96 Date Paid: Tuesday, June 18, 2019 Paid By: KOVACH ARCHITECTS Pay Method: CHECK 3322517262 Printed: Tuesday, June 18, 2019 4:31 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila Receipt Number R14801 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $3,354.08 D18-0195 Address: 1350 53RD AVE S Apn: 0003000038 $3,354.08 Credit Card Fee $97.69 Credit Card Fee R000.369.908.00.00 0.00 $97.69 DEVELOPMENT $3,256.39 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14801 R000.345.830.00.00 0.00 $3,256.39 $3,354.08 Date Paid: Tuesday, June 26, 2018 Paid By: MARY KOVACH Pay Method: CREDIT CARD 026321 Printed: Tuesday, June 26, 2018 10:45 AM 1 of 1 SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/26/2018 10:44:11 AM CREDIT CARD SALE VISA CARD NUMBER: **********5006 K TRAN AMOUNT: $3,354.08 APPROVAL CD: 026321 RECORD #: 000 CLERK ID: B111 X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic. convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 6/26/2018 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: DA,/,_ 4P7. , PRO 3 Type of Inspection: lRR,YVI i AIG- k -7 Address:Date /.3570 S,3A1D Ali, S i Called: Special Instructions: Date Wanted: 5----q—Zr) a.m. p.m. Requester: J eArti z --q-7323 Phone No: [elf -•LL 1,7 EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: ate- AsE4—lr Inspector: 15' Date: I ! REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dib -0145' Project: Project: 4PT7 PROJ6e7- Type of Inspection: A R .4m'/4l. Roo src<N6. , i A-.1.7 w Address: /3576 53ieD ,WS 5'. Date Called: Special Instructions: RiMsa A,447 R.17.5 -4416r AoacelkikOallif ''�We°i` R/Q ' .H ,�oS., BY ifrrillarll Masin71.0 lb </Y)(J CALL_ /7* Date Wanted: 3 -.2 a.m. 5-- 2-6 p.m. Requester: / 2ole-,$:7323 Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 694/VesZAP PJ R A.A)7"-g'/9- 07 Inspector: Date: 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 INS ECTIQN NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request tine (206) 438-9350 Project: !SRA Al 77/14 YT -) r Type of Inspe }}on: Lsl rii.. epips �iv /r` ,4. 7l`I.71%J+-r i*.0¢01 Address: /x570 53RD Avg Si Date Calle Special Instructions: li /e / s44..,1,0 / t 9h� 2cY -e-PEL-9 Date Wanted: 01— 9— 20 a.m. p.m. Requester: Zx la-7,/.ai , ca�r,� Phonez- 11861- 7323 / of �f1 �/ If 4 4 -4, r ...• G7,j'lr/ ( ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: a) Al7v, d de/.- iel-s-15 #4 .7 ,/,74ei:- /r` ,4. 7l`I.71%J+-r i*.0¢01 L% %,ae, 4 /"°�lr1 4 1c ,$ //5 €/ de.1- de r4 v ) 51c T r .,--,e1 / s44..,1,0 / t 9h� 2cY -e-PEL-9 ems;k ,O'dodos& /rim .. 9 ,-0 2 ,. !e% 0 .,z Zx la-7,/.ai , ca�r,� Kr.0, Q---�Jfr illi 7T Va°% ;' / of �f1 �/ If 4 4 -4, r ...• G7,j'lr/ ( Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection-. tf WALLS PARALLEL TO CEILING JOIST WALLS PERPENDICULAR TO CEILING JOIST FIRE "BLOCK .RATED ASS MBLY: TO FLOOR 'SHEATHING PER ;1180 71 F HRC' UGH PEN/.- I RATIONS' 3ER IBC 714.3.1 '. MEMBRANE PENE I RATIONS PER (80 714 4 2 PER DE IAIL 5/ A7.1 THROUGH PENS I RATIONS PER IBC 714.4.1 FIREBLOCK CAVITY MAX. 10' SPACING PER IBC 718.2.2 DROPPED HARD LID W/ ASSEMBLY PER 7/A7.1 IBC 718,2.1 FIREBLOCKING MATERIALS: 1.Two-inch (51 mm) nominal lumber. 2,Two thicknesses of 1 -inch (25 mm) nominal lumber with broken lap joints. 3.One thickness of 0.719 -inch (18.3 mm) wood structural panels with joints backed by 0.719 -inch (18.3 mm) wood structural panels. 4.One thickness of 0.75 -inch (19.1 mm) particleboard with joints backed by 0.75 -inch (19 mm) particle -board 5.One-half-inch (12.7 mm) gypsum board. 6.One-fourth-inch (6.4 mm) cement -based millboard . 7.Batts or blankets of mineral wool, mineral fiber or other approved materials installed in such a manner as to be securely retained in place. 8.Cellulose insulation installed as tested for the specific application. PER DE IAIL 4/ A7.1 MEMBRANE PENS 1 RATIONS PER IBC 714.3.2 NOTE: DWELLING UNIT AND COORDIOR SEPARATION PER IBC SECTIONS 420.2, 420.3, & 1020,4 = 1/2 HR RATED W/ SPRINKLERED BUILDING DROPPED HARD LID LUBER DIMENSION PER IRC TABLE R802,4(1) SPANS <11' = 2x4 HF #1 OR DF -L #2 , 16" O.C. SPANS >11' < 18' = 2x6 DF -L #1, 16" O,C, SPANS UP TO 23' = 2x8 DF -L #2, 16" O.0 (CHECK LUMBER SUPPLY) CHECK TABLE FOR MORE OPT. SKETCH No.: SKA 0.1 REF Sheet: A7.1 APER DE !AIL 1/A7.1 RECEIt CITY OF TUK REGISTERED ARC TEC'' MAY 22 Ill l PERMIT CENTE TITLE/ DATE: Fire Rated Assembly Details / 03/09/20 PROJECT: DRA Residential Units WALLS PARALLEL TO CEILING JOIST 4' # +R .9k 4' .R 4 .4'4" A', .av'#A"#.Y A, 44'_4A' 4 444. A+4 WALLS PERPENDICULAR TO CEILING JOIST 44" A' .4" .N # .N .4, 4 4 M 4 A+ 4..4" 4. 4..br 44 4 d 4' A+ .4N �N' .�"4. 04+',4^.w A+' A+' .4+' 4 SPRINKLER IN CONCEALED SPACE PER. 903 3 1.1 (See Fare 'Partition Exc'eptior > 6 ins IBC 708 4) HREBLOCKING PER IBC a 718.2 111 ,,,! Lnt!illlilllli PER DE IAIL 5/ A7.1 THROUGH PENETRATIONS PER IBC 714.4.1 FIFsEBLOCK CAVITY MAX. 10' SPACING PER IBC 718.2.2 IBC 708.4 CONTINUITY. Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above or to the fire -resistance -rated floor/ceiling or roof/ceiling assembly above, and shall be securely attached thereto. In combustible construction where the fire partitions are not required to be continuous to the sheathing, deck or slab, the space between the ceiling and the sheathing, deck or slab above shall be fireblocked or draftstopped in accordance with Sections 718.2 and 718.3 at the partition line. The supporting construction shall be protected to afford the required fire -resistance rating of the wall supported, except for walls separating tenant spaces in covered and open mall buildings, walls separating dwelling units, walls separating sleeping units and corridor walls, in buildings of Type IIB, IIIB and VB construction. Exceptions: 6.Fireblocking or draftstopping is not required at the partition line in buildings equipped with an automatic sprinkler system installed throughout in accordance with Section 903.3.1.1 or 903.3.1.2, provided that automatic sprinklers are installed in combustible floor/ceiling and roof/ceiling spaces. PER DE IAIL 4/ A7.1 DROPPED HARD LID W/ ASSEMBLY PER 7/A7.1 MEMBRANE PENETRATIONS PERIBC714.4..2i; MEMBRANE PENE I RATIONS PER IBC 714.3.2 NOTE: DWELLING UNIT AND COORDIOR SEPARATION PER IBC SECTIONS 420.2, 420.3, & 1020.4 = 1/2 HR RATED W/ SPRINKLERED BUILDING FIRE BLOCKING REQUIRED AT ALL 1 HR RATED PARTITION WALLS SEPARATING R2 and B OCC EVEN WHEN SPRINKLERED DROPPED HARD LID LUBER DIMENSION PER IRC TABLE R802.4(1) SPANS <11' = 2x4 HF #1 OR DF -L #2 , 16" O.C. SPANS >11' < 18' = 2x6 DF -L #1, 16" O.C. SPANS UP TO 23' = 2x8 DF -L #2, 16" O.0 (CHECK LUMBER SUPPLY) CHECK TABLE FOR MORE OPT. SKETCH No.: SKA 0.2 REF Sheet: A7.1 CITY OF U MAY 2 2 PERMIT CENTER 5270 PER DE IAIL 1/A7.1 REGISTERED A . TEC TITLE/ DATE: Fire Assembly (Sprinkled Plenum)/ 05/10/20 PROJECT: DRA Residential Units WINIVREW S. KO ACH STATE OF WASHINGTON 414 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director September 4, 2019 Andrew Kovach Kovach Architects 2115 Colby Avenue Everett, WA 98201 RE: Request for Application Extension #2 Permit Number D18-0195 Dear Mr. Kovach, This letter is in response to your written request for an extension to Application Number D18-0195. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through December 26, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, \Rachelle Ripley Permit Coordinator File: Permit No. D18-0195 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 5/2/2019 City of Tukwila Department of Community Development ANDREW KOVACH 2115 COLBY AVE EVERETT, WA 98201 RE: Permit Application No. D18-0195 DRA APARTMENT PROJECT 13530 53 AVE S Dear ANDREW KOVACH, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/26/2018, 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 6/26/2019. 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. Kandace Nichols Permit Technician File No: D18-0195 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 C City of Tukwila 0 Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 19, 2018 Andrew Kovach 2115 Colby Ave Everett, WA 98201 RE: Request for Application Extension #1 Permit Number D18-0195 Dear Mr. Kovach, This letter is in response to your written request for an extension to Application Number D18-0195. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through June 26, 2019. If you should have any questions, please contact our office at (206) 433-7165 Sincerely, V AAkeh \V ? Rachelle e le Ripley Permit Technician File: Permit No. D18-0195 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley From: Sent: To: Subject: Jerry: Thanks a bunch! Dr. Raj Angolkar Sent from Mail for Windows 10 RAJ ANGOLKAR <ANGOLKAR@msn.com> Thursday, November 15, 2018 8:24 AM Jerry Hight; Rachelle Ripley / RE: Permit #: D18-019` Request for Extension # % Current Expiration Date: /2./Z (KS' Extension Request: yApproved for It' days — Denied (provide explanation) Sig� n ture;"_nitials From: Jerry Hight <Jerry.Hight@TukwilaWA.gov> Sent: Thursday, November 15, 2018 8:22:22 AM To: Rachelle Ripley Cc: angolkar@msn.com Subject: FW: Permit #: D18-0195 Rachelle, Please formalize Dr. Raj request for my signature. Thank you Jerry E Hight MCP Building Official I City of Tukwila 6300 Southcenter BLVD, Suite 100 1 Tukwila, WA 98188 T: 206/431-3675 1 F: 206/431-3665 Jerry.Hight@TukwilaWA.gov [2017] http://www.TukwilaWA.gov PROP IV. -01.4 AL Rt POMSJVt The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: RAJ ANGOLKAR <angolkar@msn.com> Sent: Thursday, November 15, 2018 5:54 AM To: Jerry Hight <Jerry.Hight@TukwilaWA.gov> Subject: Permit #: D18-0195 Jerry: This is Dr. Raj Angolkar writing in reference to the permit # D18-0195 which has been approved. I would like to kindly request to extend the deadline to pay the permit fees until Jan 30 2019 as I will be leaving next week and be out of country for until Jan 11, 2019. Our contractor is working on the final budget and forward to the bank for final loan � � 1 approval. I would like to confirm the loan approval before finalizing on the project Although it will be ready in next couple weeks, I will not be here. Hope you will extend the deadline. I did talk to Nora Gierloff and she suggested that I contact you. Thanks for your kind consideration. Hope to hear from you soon! Dr. Raj Angolkar PraTej LLC Sent from Mail for Windows 10 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 11/1/2018 City of Tukwila Department of Community Development ANFREW KOVACH 2115 COLBY AVE EVERETT, WA 98201 RE: Permit Application No. D18-0195 DRA APARTMENT PROJECT 13530 53 AVE S Dear ANFREW KOVACH, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/26/2018, 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 12/26/2018. 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, Bill Rambo Permit Technician File No: D18-0195 '411 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 "0 Phone 206-431-3670 • Fax 206-431-3665 c PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0195 DATE: 5/22/20 PROJECT NAME: DRA APARTMENT PROJECT SITE ADDRESS: 13530 53" AVE S _ Original Plan Submittal X Response to Correction Letter # _1_ _X_ Revision # 1 after Permit Issued Revision # before Permit Issued DEPARTMENTS: (Coiii 41X Alkit gt( \421° Building Division Fire Prevention Public Works ❑ Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 5/26/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 7/21/20 Approved Corrections Required �-- Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Fire Fees Apply ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PER!!.T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0195 DATE: 10/02/2019 PROJECT NAME: DRA APARTMENT PROJECT SITE ADDRESS: 13530'53" AVE S Original Plan Submittal Revision # Response to Correction Letter # X Revision # 1 before Permit Issued after Permit Issued DEPARTMENTS: tt:3 4,10 f p..S-t Building Division in Igpflo kw/ u lic Works At4 Af INs-(7 1 Fire Prevention Structural hitt, v Planning Division Permit Coordinator m PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 10/03/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/31/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 ;ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0195 DATE: 06/26/18 PROJECT NAME: DRA APARTMENT PROJECT SITE ADDRESS: 13530 53 AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: /4-3-- Gt/ c, (0)_e--fe Building Division 111 PIM IMO SII I`6 Public Works C 74(0--(e M t 11-P 7-010 Fire Prevention 1111 Planning Division Structural UPermit Coordinator 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/28/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 07/26/18 Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. . Revisions will not be accepted through the mail, fax, etc. Date:5/11/2020 Plan Check/Permit Number: D18-0195 Response to Incomplete Letter # Response to Correction Letter # Revision # before Permit is Issued Revision # 2., after Permit is Issued Additional information requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name• DRA APARTMENT PROJECT Project Address. 13530 53RD AVF S Contact Person: Andrew Kovach AIA Phone Number: (2060 310-0325 Summary of Revision: City Building Inspector has requested fire assembly details be reviewed by the City Building Official. Sheet Number(s): (3) Sheet A7.1, SKA 0.1, SKA 0.2. All sheets are new "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 5 -)- C:\Users\Kandace-N\AppData\Local\Microsoft\Windows\1NetCache\Content.Outlook\QB518YWC\Revision Submittal Form.doc Revised: August 2019 C!) 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: t 4v1 Plan Check/Permit Number: 6/ ` ' ✓ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # before Permit is Issued ❑ Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: eYr2-PC ell-S4Y' 6 1 " , - • Project Address: Contact Person: Summary off Revision: RECEIVED CITY OF TUKWILA OCT 0 2 2019 PERMIT CENTER 1I 2 Arik 1°LQ� Phone Number: i° (Q 514 03 zfi it) CA/1A61,te4Y/14) jo(d) 12)U-V-tqr U-914$ -bdiccNm p'oreN Uv�ifS Sheet Number(s): "Cloud" or highlight 11 areas o revision includingdate o revision f I Received at the City of Tukwila Permit Center Entered in TRAKiT on /0 ^ 2 / 6optpCJ) C:\Users\Kandace-N\AppData\Local\Microsoft\WindowsUNetCache\Content.Outlook\QB5 I8YWC\Revision Submittal Form.doc Revised: August 2019 PROJECT NAME: DR/} A �,-4. e ,- r' 2cd vt `0 SITE ADDRESS: /3.530 P53r ve 5 `� (T: 0, PERMIT NO: u o - Q5--- ORIGINAL SORIGINAL ISSUE DATE: 9=6--/ REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS/ ISSUED DATE STAFF INITIALS / /0 -/9 U�'t/ t' ?p?� 1 . Summary of Revision: Acid / ciWe.//1 'f j `1 Received by: --Se r1,, Lja_vvtk I REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS .— Z1-18.26 EV (v -0 ` `� 4.✓ Summary of Revision:t ?rov a.b�� LAI d,.c, (3 �r Received byf C- tJ\ - t (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) Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of kjLabor & Industries Search L&I A-7. Index Help My TM Workplace Rights Trades & Licensing Forza Homes Inc Owner or tradesperson Principals Wang, Jerry, PRESIDENT Doing business as Forza Homes Inc WA UBI No. 603 210 943 22902 74th Ave W EDMONDS, WA 98026 425-835-0065 SNOHOMISH County Business type Corporation Governing persons JERRY WANG CHI WEI WANG; Certifications & Endorsements ILicense Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. FORZAH1874CO Effective — expiration 02/20/2013— 02/20/2021 Bond American Contractors Indem CO Bond account no. 100216098 $12,000.00 Received by L&I Effective date 02/20/2013 02/20/2013 Expiration date Until Canceled Insurance Kinsale Insurance Company $1,000,000.00 Policy no, 0100047548-0 Received by L&I Effective date 01/31/2019 02/19/2017 Expiration date 02/19/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (Al. L RGHTS RESERVED) WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3514 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 11/4" Type W drywall screws 12" O.C. Joints staggered 16" on opposite sides. (LOAD -BEARING) 1 HOUR FIRE • .4► Thickness: Approx. Weight: Fire Test: Sound Test: 35 to 39 STC SOUND • 43/4" 7 psf SWRI 01-4511-619[1], 3-94 See WP 3520 (G&H NG-246FT, 7-2-65) 1 Hr Separation Wall- WP 3514 SECTION CARPET & PAD OR HARDWOOD & SOUND MAT OVER SUB FLOOR (E) FLOOR SHEATHING AND JOIST ASSEMBLY TILE OR OTHER HARD SURFACE ENKASONIC MAT — 111/1/111 11111111111 1/1/11111t11111 L — \ A A A A A A A A A A A A A A A A A A A A A A A n n n n n n n n n n ........ n n n n n n n n n n n n n ro%r11�3 vLso.m•. rr.•s.4Vo•a•. .2'.'.�,s•.a'.'4'. .6..a.e'e-.6•�.�.'. • • • -62 16-73M — SOUND INSULATION 5/8" GWB W/ 1" TYPES DRYWALL SCREWS 8' O.C. 1/2 Hr Flr/Ceiling -IBC 722.6 SEPARATION BETWEEN R2 DWELLING UNITS/CORRIDORS SEE IBC SECTIONS 420.3 & 1020.1 SECTION BEAM 1 EXTEND ASSEMBLY FROM RATED F.DOR TO STRUCT. ABOVE. FIRE STOP OPENINGS WTH SARNG INSULATION SECTION 1 LAYER OF 5/8" GWB MOISTURE RESISTANT @ WET LOCATIONS) EA. SIDE OF WALL W/2x4(1a)or W/2x6(1b) WOOD STUDS @ 16' O.C. PLAN Non -Rated Interior Wall (E) DCTEROR WALL ASSEMBLY W/ R-19 BATT INSULATION 5/8" G.W.B. (MOISTURE RESISTANT © WET LOCATIONS) OVER 1/2" CONTINUOUS R•2.5 RIGID INSULATION OVER E) EXTERIOR WALLS INCREASE FASTENING SCREW LENGTH FOR MIN. 3/4" EMBEDMENT INTO EXISTING STUDS. PLAN EXT. ALTERNATIVE OPTION: REMOVE (E) G.W.B. & REPLACE (E) BATTS W/ R-21 BATTS & COVER WIN 5/8' G.W.B. Non -Rated Furred Exterior Wall SECT ION I'J\N E) EXTERIOR CONCRETE WALL —1" R-5 CONTINUOUS INSULATION R-15 BATT INSULATION .T. WD SILL PLATE TYP. 3 2x4 FURRED WD STUDS 16" O.C. /8" G.W.B. W/ PRIMED AND PAINTED FINISH CARPET & PAD OR HARDWOOD & SOUND MAT OVER SUB FLOOR (E) FLOOR SHEATHING AND JOIST ASSEMBLY TILE OR OTHER HARD SURFACE ENKASONIC MAT 1 t1L1111111L AA MILLI I1111111t1111t LL111i11111 U It - A n n n n n n n n n n n n n n n n n n n Ir. A.n ^. .51a a'.�a �l£�Li/ ,a ry a'n ..4148 r P PROVIDE CONT. SOUND CAULKING CEILING AND FLOOR BOTH SIDES ALL CAVITY W/ GLASS FIBER BATT SOUND INSULATION EXTEND ASSEMBLY FROM FLOOR TO STRUCTURE ABOVE 1" AIR GAP 5/8' GWB EA. SIDE ATTACHED WITH 1" LONG NO. 6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8" ON CENTER AROUND THE PERIMETER AND 12' ON CENTER ON THE INTERMEDIATE STUD. DBL. ROW OF 2x4 16" O.C. STAGGER STUD PLACEMENT FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5241 GENERIC WOOD I -JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS Base layer 1/2" type X gypsum wallboard applied at right angles to resilient channels 16" o.c. with 11/4" Type S drywall screws 12" o.c. Resilient channels applied at right angles to minimum 91/2" deep wood I -joists, with minimum 11/4" deep x 11/2" wide flanges and minimum 3/8" webs, 24" o.c. with 11/4" Type W drywall screws. Face layer 1/2" type X gypsum wallboard applied at right angles to channels with 15/a" Type S drywall screws 12" o.c. Face layer end joints located midway between channels and attached to base layer with 11/2" Type G screws 12" o.c. Edge joints offset 24" from base layer edge joints. Wood Hoists supporting 5/8" oriented strand board applied at right angles to !-joists with 8d common nails 12" o.c. 1 HOUR FIRE 45 to 49 STC SOUND Approx. Ceiling Weight: Fire Test: Sound Test: TIC & Test: 5 psf NRCC A-4440. 6-24-97 NRCC B-3150 40(68C&P) NRCC B-3150 NRCC B-3150 1 (Revised), .1, 6-30-00 .1, 6-30-00; .2, 6-30-00 1/2 Hr Demising Wall -IBC 722.6 EXTEND ASSEMBLY FROM RATED FLOOR TO STRUCT. ABOVE (1) LAYER 5/8" GWB TYPE "X" STAGGER JOINTS EA. SIDE 2 X 6 P.T. STUDS NOTE- PLYWD. SHEAR PANELS MAY BE ADDED AS LONG AS THE SPECIFIED FASTENER LENGTH iS INCREASED B ' THE THICKNESS OF THE PLYWOOD SUBSTITUTE MOISTURE RESISTANT GWB FOR FACE LAYER AT WET LOCATIONS PLAN .tr RESIDENT CHANNEL SOUND INSULATION TWO LAYERS 5/8" TYPE X GWB 1 Hr FIr/Ceiling -FC 5241 SEPARATION BETWEEN R2 & B OCC. BEAM 4 REVIEWED FOR G'ODE COMPLIANCE Non -Rated Furred Concrete Wall ' APPROVED JUN t 6 2u20 SECTION PLAN ! -L` 'fTukwila A (E) CORRIDOR WALL !'!t^lN ; L .11.SIoN VERIFY (E) 5/8" G.W.B. EA. SIDE AND MAX. STUD SPACING OD 16' O.C. TO MEET 1/2 HR FIRE RATING PER IBC TABLE 722.6.2(1) REVISLCN N.O2.. EW WALLS: 5/8" GWB PRIMED AND PAINTED OVER 2x STUDS 16" O.C. W/ CAVITY FILLED SOUND INSULATION 1/2 Hr Corridor Wall -IBC 722.6 ri1F. HtsTORIC S1M NICHOLS HOUSP: www.kovacharchitects . com Vcice 425-259.0609Fax 425 745.0897 DATE: 5/10/20 ASSEMBLY 1!LT1ILS 1 COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S (ALL RIGHTS RESERVED) GA FILE NO. WP 3514 WALLS AND INTERIOR PARTITIONS, WOOD FRAMED) GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 11/4" Type W drywall screws 12" o.c. Joints staggered 16" on opposite sides. (LOAD -BEARING) 1 HOUR FIRE Thickness: Approx. Weight: Fire Test: Sound Test: 35 to 39 STC SOUND 43/4" 7 psf SWRI 01-4511-619[1], 3-94 See WP 3520 (G&H NG-246FT, 7-2-65) t- SECTION PLAN PROVIDE CONT. SOUND CAULKING 0 CEIUNG AND FLOOR BOTH SIDES RLL CAVITY W/ GLASS FIBER BATT SOUND !NSULATION EXTEND ASSEMBLY FROM FLOOR TO STRUCTURE ABOVE 1" AIR GAP 5/6" GWB EA. SIDE ATTACHED WITH 1" LONG NO. 6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8" ON CENTER AROUND THE PERIMETER AND 12" ON CENTER ON THE INTERMEDIATE STUD. DBL. ROW OF 2x4 16" O.C. STAGGER STUD PLACEMENT 1/2 Hr Demising Wall -IBC 722.6 EXTEND ASSEMBLY FROM RATED FLOOR TO STRUCT. ABOVE (1) LAYER 5/8" GWB TYPE "X" STAGGER JOINTS EA. SIDE 2 X 6 P.T. STUDS NOTE- PLYWD . SHEAR PANELS MAY BE ADDED AS LONG AS THE SPECIFIED FASTENER LENGTH iS INCREASED BY THE THICKNESS OF THE PLYWOOD SUBSTITUTE MOISTURE RESISTANT GWB FOR FACE LAYER AT WET LOCATIONS 1 Hr Separation Wall- WP 3514 SECTION EXTEND ASSEMBLY FROM RATED FLOOR TO STRUCT. ABOVE. FIRE STOP OPENINGS WITH SAFING INSULATION 1 LAYER OF 5/8' GWB MOISTURE RESISTANT 0 WET LOCATIONS) @ EA. SIDE OF WALL W/ 2x4 (la) or W/2x6(1b) WOOD STUDS 0 16' O.C. Non -Rated Interior Wall (E) EXTERIOR WALL ASSEMBLY W/ R-19 BATT INSULATION 5/8" G.W.B. (MOISTURE RESISTANT 0 WET LOCATIONS) OVER 1/2" CONTINUOUS R-2.5 RIGID INSULATION OVER E) EXTERIOR WALLS INCFEASE FASTENING SCREW LENGTH FOR MIN. 3/4' EMBEDMENT INTO EXISTING STUDS. PLAN Exr, ALTERNATIVE OPTION: REMOVE (E) G.W.B. & REPLACE (E) BATTS W/ R-21 BATTS & COVER WITH 5/8' G.W.B. Non -Rated Furred Exterior Wall FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5241 GENERIC WOOD I -JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS Base layer 1/2" type X gypsum wallboard applied at right angles to resilient channels 16" o.c. with 11/4" Type S drywall screws 12" o.c. Resilient channels applied at right angles to minimum 91/2" deep wood I -joists, with minimum 11/4" deep x 11/2" wide flanges and minimum 3/a" webs, 24" o.c. with 11/4" Type W drywall screws. Face layer 1/2" type X gypsum wallboard applied at right angles to channels with 15/8" Type S drywall screws 12" o.c. Face layer end joints located midway between channels and attached to base layer with 11/2" Type G screws 12" o.c. Edge joints offset 24" from base layer edge joints. Wood I -joists supporting 5/8" oriented strand board applied at right angles to I -joists with 8d common nails 12" o.c. 1 HOUR FIRE 45 to 49 STC SOUND Approx. Ceiling Weight: Fire Test: Sound Test: IIC & Test: 5 psf NRCC A-4440. 6-24-97 NRCC B-3150 40(68C&P) NRCC B-3150 NRCC B-3150 1 (Revised), .1, 6-30-00 .1, 6-30-00; .2, 6-30-00 — SECTION 1111111111111111 n w w w w w w w w CARPET & PAD OR HARDWOOD & SOUND MAT OVER SUB FLOOR (E) FLOOR SHEATHING AND JOIST ASSEMBLY TILE OR OTHER HARD SURFACE ENKASONIC MAT n w n n n n n n n n n n n n n n n n n n n AA n n n .. n n n .. ,. n n n A .+ n n n n n. — SOUND INSULATION 5/8" GWB W/ 1" TYPE S DRYWALL SCREWS 8" O.C. 1/2 Hr Flr/Ceiling -IBC 722.6 SEPARATION BETWEEN R2 DWEWNG UNITS/CORRIDORS SEE IBC SECTIONS 420.3 & 1020.1 BEAM SECTION PLAN E) EXTERIOR CONCRETE WALL 1" R-5 CONTINUOUS INSULATION R-15 BATT INSULATION P.T. WD SLL PLATE TYP. 2x4 FURRED WD STUDS 16" O.C. /8" G.W.B. W/ PRIMED AND PAINTED RNISH REVIEVVED FOR 1 CODE COMPLIANCE APPROVED Non -Rated Furred Concrete Wall b SECTION 1111111111111111 CARPET & PAD OR HARDWOOD & SOUND MAT OVER SUB FLOOR (Q FLOOR SHEATHING AND JOIST ASSEMBLY TILE OR OTHER HARD SURFACE ENKASONIC MAT /1111111 111 11l(ll1(11((l11(1l n n n n n n AA AA AA n n AA RESIDENT CHANNEL SOUND INSULATION TWO LAYERS 5/8' TYPE X GWB BEAM E) CORRIDOR WALL 1 - ::'"f - • Tukwila I 21..T. nlNl i_ . "SION .TUN 16 202(i VERIFY (E) 5/8" G.W.B. EA. SIDE AND MAX. STUD SPACING OD 16" O.C. TO MEET 1/2 HR FIRE RATING PER IBC TABLE 722.6.2(1) REVISION -O. 2 EW WALLS: 5/8" GWB PRIMED AND PAINTED OVER 2x STUDS 16" O.C. W/ CAVITY FILLED SOUND INSULATION 1 Hr FIr/Ceiling -FC 5241 SEPARATION BETWEEN R2 & B OCC. 1/2 Hr Corridor Wall -IBC 722.6 I H}- 11IS IT)kl(SAN1 NICHOI S HOt www.kovacharchitects.com Voice 425.259.0609Fax 425.745.D897 ANDREW S. KO ACH STATE OF WASHINGTON Issue (late / Issue Title COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P S. (ALL RIGHTS RESERVED) ABBREVIATIONS AB ANCHOR BOLT ADJ ADJACENT AFF ABOVE ANISH FLOOR AFG ABOVE FINISH GRADE AL ALUMINUM ® AT BF BOTTOM OF FRAME BLKG BLOCKING BM BEAM BOT BOTTOM CIP CAST IN PLACE CLG CEUNG CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS DIM DIMENSION DR DIRECTION DN DOWN DS DOWNSPOUT DU DWELLING UNIT DWG DRAWING (E) DOMING EA EACH EL ELEVATION E _EC ELECTRICAL EOB EQUAL OR BETTER IX EXISTING EXT EXTERIOR EQ EQUAL FE PORTABLE FIRE EXTINGUISHER FIN FINISH F.F. FINISH FLOOR FF FACTORY FINISH FP FIRE PLACE FT FOOT/FEET FTC FOOTING GA GAUGE GALV GALVANI7FI7 GC GENERAL CONTRACTOR GL GLASS GO GAS OUTLET GWB GYPSUM WALLBOARD H HINGE (JAMB) HB HOSE BIB HDR HEADER HT HEIGHT HR HOUR INCL ISUL INT LAMI LT MATL MAX MECH MEMB MIN MTL (N) NC NTS 0/ oC OPG OPP OSCI OSOI (1 PERP PIP P.L. PL PLYWD PR P.T. Fr PTD R REQ'D RM RO s SG SHT SM SOG SP so ss STL ST STN STO STRUCT INCLUDE(ING) ISULATON INTERIOR JOINT LAMINATE LIGHT MATERIAL MAXIMUM MECHANICAL MEMBRANE MINIMUM METAL NEW NOT IN CONTRACT NOT TO SCALE OVER ON CENTER OPENING OPPOSITE OWNER SUPPUED CONTRACTOR INSTALLED OWNER SUPPLIED OWNER INSTAI I Fn PROPOSED PERFERATED POURED IN PLACE PLASTIC LAMINATE PLATE PLYWOOD HAIR OF DOORS PRESSURE TREATED FAINT PAINTED RISER REQUIRED ROOM ROUGH OPENING STRIKE (JAMB) SAFETY GLAZING SHEET SIMILAR SLAB ON GRADE SPLASH BLOCK SQUARE STAINLESS SILL STEEL STAIN & VARNISH STANED STORAGE STRUCTURAL APPLICABLE CODES T TEMPERED T&G TONGUE & GROOVE T,O, TOP OF TYP TYPICAL UNO UNI F:4S NOTED OTHERWISE VB VAPOR BARRIER VIF VERIFY IN RELD VERT VERTICAL W/ WITH WC WAI EH CLOSET WIN WINDOW WD WOOD W/O WITH OUT 2015 INTERNATIONAL CODES AND CITY OF TUKWLA AMMENDMENTS INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE 2017 TUKWILA MUNICIPAL CODE 2015 WASHING -TIN STATE ENERGY CODE 2015 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE VICINITY MAP f1 r 1 C co 3 138th 5t SITF SYMBOL LEGEND ContAnt CARBON MONOXIDE DETECIOR/ALARM PER IRC SMOKE DETECTOR/ALARM PER IRC KITCHEN FIRE EXTINGUISHER VENTILATION EXHAUST FAN AT GIVEN CFM CONTINUOUS OR INTERMITENTAS NOTED GENERAL NOTES CONTACTS ARCHITECT Kovach Architects 2115 Colby Ave Everett, WA 98201 Contact: Phone: Fax: E-Mail: Austin Kovach 206.617.2899 N/A austin@kovacharchitects.com OWNER Dr. Raj Angolkar 6720 Fort Dent Way Suite 120 Tukwila, WA 98188 Contact: Dr. Raj Angolkar Phone: Fax: WA E-Mail: DO NOT SCALE DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTIFY ARCHITEC 15 IMMEDIATELY IF CONFLICTS EXIST. ALL DIMENSIONS ARE TO FACE OF STUD, GRIDUNE, CENTERUNE, UNLESS OTHERWISE NOTED. CONTRACTOR 51 ALL VERIFY ALL EXISTING CONDITIONS PRIOR TO INITIATING ANY PORTION OF THE WORK. VERIFY ALL ROUGH -IN DIMENSIONS AND LOCATIONS FOR EQUIPMENT, FIXTURES, ETC. PROVIDE ALL BLOCKING, BUCK -OUTS, BACKING, AND JACKS REQUIRED FOR INSTALLATION . TIGHT UNE ALL DRAIN LINES TO APPROVED DRAINAGE SYSTEM PER CIVIL DRAWINGS ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. STAIR RAIL AND GUARD RAIL OPENINGS TO BE A MAXIMUM OF 4` 0.C. IF APPUCABLE. PROVIDE ALL PROTECTION SHORING AND BRACING AS REQUIRED BY SITE CONDITIONS IN ORDER TO MAINTAIN A SAFE JOB SITE AND PROTECT COMPONENTS TO REMAIN. SEPARATE MEC./ELCT./PLUMBING PERMITS ARE REQUIRED AND ARE THE RESPONSIBIUfY OF THE GENERAL CONTRACTOR ZONING SUMMARY CITY OF TUKWILA ZONING REQUIREMENTS (TMC 18.26,080) LOT ZONE DENSITY Maximum YARDS Front Second Front Side & Rear LANDSCAPING Front side Rear RECREATION SPACE HEIGHT OFF STREET PARKING Office Bcycles Residential Bicycles Ramer Free Stalls Compact Stalls TOTAL PARKING STALLS RCM Code Section 18.26,080 18.25.080 18.26.080 18.26.080 18.26.080 18.26.080 18.56.130 18.56 Fig. 18-7 18.56.130 18.56.080 18.56.090 Required/ Allowed 1 DU /3,000sf = 30,921 sf Lot / 3,000sf = 10 20ft 10ft 10ft 10ft 5ft 200sf / DU = 9 DU x 200 = 1800sf 35ft - 3 Stories 3 Stalls / 1000sf = (5,600sf / 1000) x 3 = 17 1 /50 Stalls (Mn. 2) 2 Stalls/ DU up to 3 Bedrooms = 9 DU x 2 = 1 1 /10 Stalls (Min. 2) 1 / 25 Stalls = 2 Max. 30% = 39 x .3 = 11 35 PARKING STALLS Proposed 8DU Existing Existing Existing E istinq Usti 7 • 1,991 sf Interiorand Exterior Existhg 3 Stories (E) 23 Stals (E) 2 Stalls 8 {9 18 Stalls (E) 2 Stalls (Q 1 Van & 1 Standard (E) 5 Stals 39 PARKING STALLS Notes See Exstinq Site Ran See Exstinq Site Plan See Plans See Existing Site Plan PROPERTY INFORMATION ADDRESS 13530 53RD AVE S, TUKWILA WA 98168 PARCELL No.: #0003000038 J FC,AI DESCRIPTION: FOSTER 81 LPHEN-D C # 38 BEG ON S LN OF FOSTER ST 83 FT FR INT OF SLY LN OF SD FOSTER ST AND WLY LN OF DUWAMISH-RENTON JUNO RD TH S 49-11-08 W ALG SD ST 25.36 FT TH S 31-03-30 W ALG S LN OF SD ST 147.89 FT TH S 23-49-15 E 189.97 FT TH N 40-36-00 E 252.98 FT M/L TO A PT S 49-24-00 E FROM BEG TH N 49-24-00 W TO BEG LESS BEG NELY COR THOF TH S 49-24-00 E 110 FT TH S 40-36-00 W 70 FT TH N 49-24-00 WTOSLNOFFObIERSTNOW 52NDAVE STHNELY ALGSDSTLNTOBEG PROJECT DESCRIPTION T.I. CONVERSION OF 6,131 SF OFFICE SPACE TO 8 RESIDENTIAL APARTMENT UNITS & ASSOCIATED RECREATION SPACE. 3 UNITS (1932 SF) ON A MIXED USE 2ND FLOOR & 5 UNITS PLUS RECREATION AREA (4199 SF) ON A 3RD FLOOR. SHEEI INDEX REVISED SHEET CHECKLIST SHEET # SHEET TITLE INITIAL SET X A0.1 X A0.2a X A0,2b X A0.3a X A0.3b X A1.0 X A2.0 X A2.1 X A2.2 X A2.3 X A2.3 X A2.4 X A2.5 X A2.6 X A2.7 X A2.8 X A2.9 x A2.10 X A3.1 X A5.1 X A6.1 x A7.1 Cover Sheet Building Code Building Code Energy Code Energy Code Site Plan Basement Plan 1st Roor Plan 2nd Floor PLan 3rd Roor Plan Residential Unit Residential Unit Residential Unit Residential Unit Residential Unit Residential Unit Residential Unit Residential Unit RESERVED Door & Window RESEVRED Assembly Detail DEFERRED SUBMITTALS 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan Schedule s NOTE: DEFERRED SUBMITTALS ARE TO BE REVIEWED AND APPROVED BY DESIGN PROFESSIONAL OF RECORD THEN SUBMITTED TO THE CITY OF TUKWILA FOR REVIEW PER IBC 107.3.4,1 EACH IS THE RESPONSIBIUIY OF THE APPROPRIATE (SUB -)CONTRACTOR ELECTRICAL PERMIT FIRE SPRINKLER ALTERATION PERMIT MECHANICAL PERMIT PLUMBING PERMIT SEPARATE PERMIT REQUIRED FOR. (9J Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION rs 1. 9. K..•_t .,.iTDF;:a CODE C'3'> LIANCE i. APPNDVED . j,; d 2 0 2020 1 City of Tukwila r i BUILDING DIVISION REVISION NO,1 OCT 0 2 20!9 THE HISTORIC SAM NICHOLS HOUSE 2115 COLBYAVENUE EVERETT, WA 98201 AIA.NC:ARB www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 r,r . ,r r:r r • DATE: 10/1/19 Issue Date / Issue Title WV13117 1 SCHEMATIC LAYOUT Vi?IA8 1 PRS,MPUCAEON 6t516 3 FERMI SUBMITTAL 101/19 4 REVLSION 1 COB 10.1 LL®d,tMallllT■ Sf11 ��I'81'P111111111 COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) PRIMARY STRJCT. FRAME EXT. BEAF NG WALLS INT. BEARING WALLS EXT NON -BEARING WA 1 R TNT NON -BEARING WA 1 S FLOORS & 2ND MEMBERS ROOFS & 2ND MEMBERS SEPARATION (B OCCUPANCY) OPENING PROTEC i uN OCCUPANCY SEPARATION R-2AND B S-1 AND B DWEWNG UNITS DWELLING UNITS HORIZONTAL INCIDENTAL LAUNDRY ROOM CORRIDORS DOORS 1/2 HR RATED COORIDOR 1 HR RATED RRE BARRIER RRE ALARM DWEWNG UNITS 3RD FLOOR RECREATION AREA 2ND FLOOR PECREATION AREA BASEMENT RECREATION AREA (E) OFFICES EA. FLOOR EMERGENCY ESCAPE & RESCUE TRAVEL DISTANCE COMMON PATH OF EGRESS R-2 A-2 S-1 SAVO 21101, 111,45514 Z12: II7AZ1 303.1.1 Table 1004.1.1 RESIDENTIAL ASSEMBLY (UN CONCENTRATED) STORAGE UNITS (E) OFFICE Table 601 Table 601 Table 801 Table 601 Table 601 Table 601 Table 601 Table 602 Table 508.4 (SPRINKLERED) Table 506.4 (SPRINKLERED) 420.2 420.3 Table 509 Table 1020.1 Table 716,5 1107.6.2 1107.6.2.2.1 1107.6.2.2.2 200 SF / PERSON 15 SF / PERSON 300 SF / PERSON 100 SF / PERSON NFR4 13 21,000 SF / FLOOR (SPA NKLMED) 21,000 + ( 7,000 x 0.5) x 3 = 73,500 SF 60' / 3 STORES (SPRNKLERED) 1/3 MAIN FLOOR AREA VB O HR 0 HR 0 HR 0 HR OHR 0 HR 0 HR < 10'/ 1 HR a10'/0HR <5'/2HR a5<10'/1HR a10/OHR a201T / UNUMMITED 1 HR NONE 1/2 HR PER 708.3 Ex. 2 1/2 FIR PER 711.2.4.3 Ex. 1 HR D' SPRINI4ERED 1/2 HR 1/3 HR W/ AUTOMATIC CLOSER 3/4 HR W/AUTOMATIC CLOSER MANUAL NOT REW. W/ SPRINKLER N/A FOR R-2 FLOORS < 30 ABOVE GRADE MIN. ONE'1-A:10-BC' PER D.U. MIN. ONE 2-A/3,000SF : 75' MAX TRAVEL 1-49 OCCUPANTS = 1 EXIT 1-500 OCCUPANTS = 2 EXITS Max. DU 816 SF/ 200 = 5 OCC. (1 DOT) 708 SF/ 15 = 48 OCC. (1 DOT) 360 SF/ 15 = 24 OCC, (1 DOT) 600 SF/ 15 = 40 OCC, (1 DOT) DOSTING 2 DOTS REQ. FOR SINGLE DOT BIDGS. 250FT MAX.(SPRINKLERED) R-2, A-2, S-1 &B A-2INCLUDED IN 6,'IR.3SF/200= 1,6685F/15=1 1,164 SF / 300 = 5,547SF/100= OCCUPANCY 3 OCCUPANCY 32 OCC 12OCC 6OCC 56 OCC (E) 15,979 SF (E) 35' / 3 STORIES NONE VB OHR OHR OHR OHR OHR OHR OHR WA O HR WA WA OHR DOSING 1/3 HR W/AUTOMATIC CLOSER 3/4 HR W/AUTOMATIC CLOSER SPRNKLERED W/AUTOMATIC ALARM DOS11NG PROVIDED 1 DOT EA. 2 DOTS 2 DOTS 1 EXITS DOMING 2 DOTS 2 EXRS PER STORY: NONE 117 FT MAX. HALL AREA OF BEDROOMS IN 8 PROVIDED DWELIING UNITE CONTAINING FUEL RRED APPLIANCES < 5 AR CHANGES/HR MECH. VENT. REQ. CONT. DIHAUST ® 0.01(Roar Area)+7.5(Bedroom + 1) [Max. D.0 Rear Area =816SF&Max BR=11=23.2 cfm 1 OOcfm INT. OR 25cfm CONT. 50cfm INT. OR 20cfm CONT. 1) 80cfrn CONT. FAN / D.U. (0 BATH) 1) 100cfm INT. FAN ® KITCHEN 1) 80cfm CONT. FAN ® EA. BATH & LAUNDRY 1 City UT i'ukwiia 1 BUILDING DIVISION f 771E HISTORIC SAM NICHOLS HOUSE. 2115 COLBY AVENUE EVERETT, WA 98201 www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) -Met WIMoInW M,M,4W,I01Y MM+MNM jr_tIyg re?. 64M44.41saile Manimike .inaW v,.IYNIas..aM p14.I.M•11.IJM, JIMMS a......M..MIM r 00 .....w. b.v VI.IIC.. 01•1619.1... ...r MY CW =MI % ASSEMBLY FIRE RATING KEY: (E)2HR (E) 1 HR (E) NONE RATED (P) 1 HR (P) 1/2 HR Claw Magma FIG. 1004.11.3.1.1 LAVATORY IN TYPE B UNITS —OPTION A BATHROOMS FIO. 1004.11.3.1.3.1 PARALLEL APPROACH BATHTUB IN TYPE B UNITS —OPTION A BATHROOMS r1a0•rMIA,rMI III Manus, —w.y- ., Otto .M....M 4+64 FIG. 1004.11.3.1.2 CLEARANCE AT WATER CLOSETS IN TYPE B UNITS bad, wall FIB. 1004.11.3.1.32 FORWARD APPROACH BATHTUB I1 TYPE B UNITS--0P LION A BATHROOMS \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ \ \ IIII IIII IIII IIII IIII IIII IIII II III II IIII IIII IIII Lill IIII IIII II--IIII-IIII-IIII-IIII-IIIIIIII�IIII�IIII�IIIIIIII-IIII-IIII-III{-IIII-IIII IIIIIIII IIII IIII IIII IIII IIII II IIII IIII IIII II IIII II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII im IIII IIII IIII IIII IIII IIII IIII IIII IIII 0 if= (Drawing Title] Scale: 1/8° =1'-0" 11 11 2009 ICC A117.1 ANALYSIS ITEM DWELLING UNIT ACCESSIBILRY TYPE B UNITS CODE SECTION IBC 1007.6.2 ICC A117.1 1004 REQUIREMENTS 100% TYPE B UNITS SEE BELOW PROVIDED ALL TYPE B UNRS SEE BELOW AOCESSIBE ROUTES PRMARY ENTRANCE DOOR USER R ISAGE DOORWAYS 1004.5.1 & 404 1004.5.2 & 303 MIN. 32' CLEAR WIDTH & APPROACH CLEARANCE & THRESHOLD PER 303 Min. 31 3/4' CLEAR WDTH & 1/4' THRESHO.D TOILET AND BATHING FACILITIES 1004.11 WATER CLOSET GRAB BAR REINFORCEMNT BATH GRAB BAR REINFORCEMENT CLEAR FLOOR AREA 1004.11.3- OPT. A PROVIDE PER 604.5 NO VERT. REINFORCEMENT RED. RENFORCEMENT FOR 24" REAR WALL, 24' SIDE WALL, & SWING -UP GRAB BARS OK PROVIDE PER 607.4 SEE DIAGRAMS CONFORMS- SEE PLANS KITCHENS CLEAR WDTH CLEAR FLOOR AREA KCTHEN SINK DISHWASHER COOKIOP OVEN REFRIGERATOR/FREEZER 1004.12 RG. 1004.12.1.1 1004.12.2.1 1004.12.2.2 1004.12.2.3 1004.12.2.4 1004.12.2.5 SEE DIAGRAMS 30x48 TMELLEL (CENTERED) OR FORWARD (W/ KNEE & TOE CLEARANCE PER 306) ADJACENT 30x48 PARFI 1 R OR FORWARD 30x48 PARELLEL (CENTERED) OR FORWARD (W/ KNEE & TOE CLEARANCE PER 306) ADJACENT 30x48 PARR 1 R OR FORWARD 30x48 PARELLEL OR FORWARD W/ Max 24' OFFSET FROM CENTER CONFORMS- SEE PLANS 30x48 PARELLEL CENTERED 30x48 PARELLEL 30x48 PARELLEL CENTERED 30x48 PARELLEL 30x48 PARELLEL UP TO 24" OFFSET O O 00 0 00mn 1525 FIG. 1004.12.1.2 U4HAPED KITCHEN CLEARANCE IN TYPE B UNITS 40w. 1015 141 f U 40 mn 1015 (b) FIG. 1004.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE B UNITS 00 Op RN ) II CODE c .' :_'i-,NICE 1 (if,rti 2 NH I A City et Tukwila LBUILDING DIVISION 1t' OCT 0 2 2J1S Cl1ITE C .' THE HISTORIC SAM NICHOLS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 ALA. NCARB www.kovacharchitects.com voice 425.259.0609Fax 425.745.0897 Fri r 4 ui . Jr : 5270 REGISTERED C EC' ANDREW S. KO ACH STATE OF WASHINGTON DATA 10/1/19 Issue Date / Issue Title 11/017 1 SCHEMATIC L YOUT 12V 18 2 PR6r4PRICARDN 6/1518 3 PERt1T SUBMITTAL 1QM9 4 RaISICN 1 H1111,1IIIG I111t, AY1LYSIS 10.2b CREW IQSIRIITM: 111 Sheri Ik'srrription Df -O/9ff COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) Energy Code S u /1 /) O f t W1.5 H I NGT()N STATE. UNIVERSITY COEXTENSION ENERGY PROGRAM Permit4: Insulation Certificate for Residential New Construction House address or lot number: Walls Blown or Sprayed Fiberglass or Cellulose - Walls Type of insulation: R-Value per Inch: Manufacturer: Coverage Area: Bag Count: R-Value: Floor Blown or Sprayed Fiberglass or Cellulose - Ceiling Type of insulation: R-Value per Inch: Manufacturer: Coverage Area: R-Value: Bag Count: Flat Ceiling/Attic Sprayed Polyurethane Foam (SPF) Type of insulation: Density: Manufacturer: Installed Thickness: R-Value: R-Value of Installed Thickness Building Component Installed: walls floor ceiling Single Rafter Joist Vaulted Ceiling Type of insulation: Manufacturer: R-Value: Insulation Installer: Company Name: Installer: Installer Signature: Date: Phone Number: Washington State Energy Code Reference htto:/nwww.eneray.wsu.edu/Documentsl2012°420Res%20Eneray.odf R303.1 Identification. Materials. systems and equipment shall be identified in a manner that will allow a determination of compliance with the applicable provisions of this code. R303.1.1 Building thermal envelope Insulation. An R-value identification mark shall be applied by the manufacturer to eatdt piece of building thermal envelope insulation 12 inches (305 mrn) or greater in width. Alternately, the insulation installers shall provide a certification listing the type, manufacturer and R-value of Insulation installed in each element of the bulkiing thermal envelope. For blown or sprayed insulation (fiberglass and cellulose), the initial installed thickness, settled thickness, settled R-value, installed density, coverage area and number of bags installed shall be listed on the certification. For sprayed polyurethane foam (SPF) insulation, the installed thickness of the areas covered and R-value of installed thickness shall be listed on the certification. The insulation installer shall sign. date and post the certification in a conspicuous location on the job site. KING COUNTY- CLIMATE ZONE 4C R4013 Certificate (Mandatory). A permanent certificate shall be completed and posted on or within three feet of the electrical distribution panel by the builder or registered design professional. The certificate shall be completed by the builder or registered design professional and shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, below -grade wall, and/or floor) and ducts outside conditioned spaces; U-factors for fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results from any required duct system and building envelope air leakage testing done on the building. Where there is more than one value for each component, the certificate shall list the value covering the largest arca. The certificate shall list the types and efficiencies of heating, cooling and service water heating equipment. Where a gas -fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall list "gas -fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be //siedfor gas -fired unvented room heaters, electric furnaces or electric baseboard heaters. Boa R402.2 Specific Insulation requirements (Prescriptive). In addition to the requirements of Section R402.1, insulation shall meet the specific requirements of Sections R402.2.1 through R402.2.12. R402.2.8 Basement watt. Below -grade exterior wall insulation used on the exterior (told) side of the wall shall extend from the top of the below -grade wall to the top of the footing and shall be approved for below -grade use. Above -grade insulation shall be protected. Insulation used on the interior (wane) side of the wall shall extend from the top of the below -grade wall to the below -grade floor level and shall include R-5 rigid board providing a thermal break between the concrete wall and the slab. R402.2.9 Slab -on -grade floors. The minimum thermal resistance (R-value) of the insulation around the perimeter of unheated or heated slab -on -grade floors shall be as specified in Table R402.1.1. The insulation shall be placed on the outside of the foundation or on the inside of the foundation wall. The insulation shall extend downward from the top of the slab for a minimum distance as shown in the table or to the top of the footing, whichever is less, or downward to at least the bottom of the slab and then horizontally to the interior or exterior for the total distance shown in the table. A two-inch by two-inch (maximum) pressure treated nailer may be placed at the finished floor elevation for attachment of interior finish materials. Insulation extending away from the building shall be protected by pavement or by a minimum of 10 inches (254 nun) of soil. R402.2.9.1 Heated slab -on -grade Boon (Mandatory). The entire arca of a heated slab -on -grade floor shall be theimally isolated from the soil with a minimum of R-10 insulation. The insulation shall be an approved product for its intended use. If a soil gas control system is present below the heated slab -on -grade floor, which results in increased convective flow below the heated slab -on -grade floor, the heated slab -on -grade floor shall be thermally isolated from the sub -slab gravel layer. R-10 heated slab -on -grade floor insulation is required for all compliance paths. R4023 Fenestration (Prescriptive). In addition to the requirements of Section R402, fenestration shall comply with Sections R402.3.1 through R402.3.6. R402.3.1 U-factor. An area -weighted average of fenestration products shall be permitted to satisfy the Ufactor requirements. R4023.2 Glazed fenestration SHGC. An area -weighted average of fenestration products more than 50 percent glazed shall be permitted to satisfy the SHGC requirements. R4023.3 Glazed fenestration exemption. Up to 15 square feet (1.4 mz) of glazed fenestration per dwelling unit shall be permitted to be exempt from U-factor and SHGC requirements in Section R402.1.1. This exemption shall not apply to the U-factor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4. R4023A Opaque door exemption. One side -hinged opaque door assembly up to 24 square feet (2.22 m2) in area is exempted from the Ufactor requirement in Section R402.1.1. This exemption shall not apply to the Ufactor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4. R402A Mr leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.4. R402.4.1 Building thermal envelope. The bang thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code aficial, an approvedthird party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 PascaLs). Where required by the code eigicid, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the rode official Testing shall be performed at any time after creation of all penetrations of the building !henna/ envelope. Once visual inspection has confirmed sealing (see Table R402.4.1.1), operable windows and doors manufactured by :mall brothers shall be permitted to be sealed off at the frame prior to the test. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. interior doors, if installed at the time of the test, shall be open, access hatches to conditioned crawl spaces and conditioned attics shag be open; 4. Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R404.1 Lighting equipment (Mandatory). A minimum of 75 percent of permanently installed lamps in lighting fixtures shall be high -efficacy lamps. TABLE 406.2 ENERGY CREDITS OPTION DESCRIPTION CREDIT(S) 3b" HIGH EFFICIENCY HVAC EQUIPMENT 3b: Air -source heat pump with minimum HSPF of 9.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify rue heating equipment type and the minimum equipment efficiency. I 0 5a EFFICIENT WATER HEATING 5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.` To qualify to claim this credit, the building pennit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. 0.5 5b EFFICIENT WATER HEATING 5b: Water heating system shall include one of the following: Gas, propane or oil water hearer with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DERV to all Be units through a central water loop insulated wide R-8 minimum pipe insulation, To qualify to claim this aedit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. 1.0 Prescriptive Energy Code Compliance for All Climate Zones In Washington P , ect Information Confect Information This project wilt use the requirements of the Prescriptive Path below nd incorporate the the minimum values listed. In addition, based on the size of the struc ure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Dale All Climate Zones R-Valuea U-Factor" Fenestration U-Factor° Na 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCS a n/a Na Ceiling" 491 0.026 Wood Frame WaIN.m.° 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 300 0.029 Below Grade Walls" 10/15/21 int+TB 0.042 Slab" R-Value 8 Depth 10, 2 ft Na •Table R402.1.1 and Table R402. 1 3 Footnotes included on Page 2 Each dwelling unit inantaidantialhuilding shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 3.6 credits All dwellina units that are not included in #1 ar #3 zee Ober' veRrtg unite sesvui ff roecupancies" sraalrer u'-lie 1 cz,:s r-eg h. 3. Large Dwelling Unit 4.6 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Additions lees than 600 square feet: .5 credits Table R406.2 Summary Option Description la Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0 lc Efficient Building Envelope lc 2.0 ld Efficient Building Envelope Id 0.5 2a Air Leakage Control and Effident Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 Sd Effident Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits 1 1.0 0.5 1.0 I1200 kwh 0.0 2.50 erg -values are minimums. Ufactors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be leas than the R--value specified in the table. bThe fenestration Ufactor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception Skylights may be exehided from glazed fenestration SHGC requirements in Climate Zones t through 3 where the SHGC for such skylights does not exceed 0.30. dR-10 continuous insulation is requital under heated slab on grade floors. See R402.2.9.1. jFor single rafter- at joist -vaulted ceilings, the insulation may be reduced to R-38. ant. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. CoC t .i1- 120ltZ(i OCT- 0 2 201C LAW 101GICWud BUILDING DIVISION j �c Val THE HISTORIC SAM NICHOLS HOUSE. 2115 COLBY AVENUE EVEREIT, WA 98201 AIA, NCARU www. kovacha rch i tects . tom Voice 425.259.0609Fax 425.745.0897 5270 REGISTERED A C TEC ANDREW S. KO ACH STATE OF WASHINGTON DATA 10/1/19 but Date / ISSue TIit 1V1347 I 3^.IfE!-IATIG LAYOUT VIM 2 PRE-AAPUGAIDN eii3A9 3 etarrelrf SUBMITTAL. 10/l/19 4 REVISION 1 Y COM 11111116 IIE4iLtI, IRI11l11Tfa Tlfll Sheet Description ? Or)/ 9,5 -- COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) Corn onent Performance Path, pg. 1 2015 WSEC Compliance Forma for Comm4aN &dtings including R2, R3. a Re Over stow end al RI ENVUA 7miect tale ORA. bee n.m Assembly 6 Stange Dade 07/01/2016 Calculation Adjustments Proposed UA Is allowed to be 10% hlghr than Target UA Fr&alone De9MMIRS Ole Fenestration Area a gross eb5vegrede wall area 8.28 Maa Twget 30.01 Skylight Area M % gross root area Mte 3.01 TWOet vertical Fenestration Alternates: ,obd on ENV -SUM Envelope Composed Gevi'd-: P100eal#, U.hctr SOMo a Tibia to Pmp0e4UA Wald aArea (A) •UA(U:Al Taiga UA V4Octe AMM(A)• UAPI aA) D cc 1 R= R. R. 0.0 . 0.13 0.0 0.02/ ! 0 1 0.0 Abase Deck nawlen U4.027 ' R• R. R. O.o 0.0 0.0 0. oat I o o.b MMY0d C U 031 R. R. I R. 0.0 0.0 0.0 0.027 1 0 1 0.0 Miser SIN II41027 R. R. R. 0.0 0.0 0.021 I 0 i 0.0 sir* mgarc lwr noonP• IRR`e (!( R. Re ; 0.0 0.0 0.055 0 0.0 Wm ,E Mammas' Mammewe q• I 0.0 , 0.0 o.o 0.032 ; 0 0.0 Meet&Mdng U4052 ISM 1&r1 iTMMA1m51(8) 1 1 0053 1163 0.0 j 0.0 6 • 64.0 ,Woe Frew, ootherU.0.064 4Rt Iq t ! R. 1 I R• ! M I 1 } 1 0.0 I O.0 0.104 0 0.0 Ms Well U4104 R. R• R• - I ; 0.0 1 0.0 0.0 0.200 I 0 b.o ' Ma. TI MM Dec U420 C R. ; RR: ea I 1 i I I r 0.0 o.a O.0IO 0 0.0 deg RMS Well U.0.078 I R•1545 11417.1Q1 R.15.6 I"(54 R•16W IT/le A104.1 Ave !TOWA10a.1 ••(rAp)_ TMNMO{.1 0008 ; 0312 I 0046 QT 296 102 31.4 ••I 0.204 1166 121.2 a4madb plus Will U.0.104 A4.6 IFR. d al j 1 0.0 1 D* 0.0 0.07e I o j 0.0 Assumed b be Ms W1 U-0.070 { Re 1 R• I Rs I 1 1 0.0 0.0 O.ai 1 0 I D.0 Msfbr 130.031 iiR• I 1 R• I I R. 1 o.o 0.0 O.o o.Ms ' o I 0.0 JMiFlniy U-0022 pawl MM' UP Area, ill Sums 2351 100 2951 185 Component Performance Compliance (UA) �/�i/i//// /iii/�i/�// SOUTH ENVELOPE ELEVATION Scale: 1" = 10 ft NORTH ENVELOPE ELEVATION Scale: 1" =10 ft • ea . se 2015 WSEC Conuienoo Forma for Commercial Whinge Rdudro R2. R3, & RI our 3 swim e,0 l R1 Project Mt ORA-5as4tM dAssembly & Storage Dale 07/01/2016 Fenestration Area es %gross etove9rede wale area 5.21 Mex. Tryst 30.08 For Budino Deprxnnt Use Skylight Area as % pas manna Max. Tdget 3.08 &atemg Component Iran jPYWAleI•;F-bcka Source aTe4sie Proposed W Manor l itPednMan It WIU x A) T6r911 UA F-bcbr x Perimeter. UA (0 :AI ' 11s0 I 2M7.1 nubs sloe 1 R•0 H 01 1Tal24A104.1 R•0 ••(At Ana ITWeAta.1 R.0 f••(rAvp 174WeA104.1 0.790 1 72 I 52.• 0.540 1 723 i 12..2 O.IBO I Ts SI.] O.6S0 38 I 1➢.1 0.560 39 ; 23.0 SIsbQFdw ra.51 R. j 1 I I ; 0.0 0,550 1 0 1 O.0 G 0 W Heeled 810n(iade F.0.56 StMWD 1U-ffactor Swag• U-hcb .Arse (A) t UFO sN U1acaor aAreelA) • VA(U a Al 0.0 0.37 I 0 '0.0 .• 1 0.0 0.0 0.0 Opaque Shiny Done 11.037 O ' 0.0 0.3e 1 0 0.0 i0.0 0.0 Opaga rpaya"tlng U.034 0 'a yI SE 1 2 I 0.0 0.30 , 0 ; 0.0 0.0 0.0 0.0 1U,4.1•4•Ur111118 U4.90 3 0.0 0.38 1 o 1 0.0 1 0.0 0.0 0.0 PARA Ffsae, Fled Up.36 0an M 1 Dee uNFRC in . Doer 4axArea NFRC 1Do0rMnw4nur NFRC1 0.50 21 sirs o.ao I tom a.4 0.60 0.17 21 t0.a M I to .• j o.o Mem Rent Op*sele U0:10 1 3 1 I 0.0 0.0a ! 0 0.0 I 0.0 0.0 0.0 Meal Entrees, Dar U-0.80 Z 0.a d.00 d a.a 0.0 o.o 0.0 Al pps 11.030 Are& Ile Meal UA Pape 2 Su W dal 1 329 1L1 929 163 TO COMPLY- The Proposed )aY W NM net exceed the Tweet Tager VA Pepsin 9utew a2351 109 2351 1136 Pmjan Total l 2680 270 2680 348 Component Performance Compliance (UA) 1.' ...,.. . wee 1-.weal reneM'ean or MAN arm smooch madman Mowedper C4021.1, Mn 1SpeAMARVMwr dud eppo 0W0 .damp *redo wa a mcalded rlwsaht by The 001w0n. Mon Row es Taipei Am ARmmees wornness reruns c.1Wcn. Nee 2- Opts memo* U./adore say corm from Appends A erode/heed Air 4yppwd named es spooned in C12. 1.e.1. Note 3 - Reposed CMU naa woe M nonGrt.p R Met mem T del. C1021.1 Fedale 0 rwunmet on red 8w tercet U-wra 00.014 Nee 4-Fr weerwenets/le0•COS Wiz Me Mbn0wexception.nexception.MYW U on. enter huger hro/F under/WWW osed (I -rectors so sawAr dm mWObe COY•wl wed n assail& Ming n owealU-Nora d02 Abed 5- Mob venslerale 'Awe NMa6-lath Demteaw.aM.nMW. • mooed*ran 0* MoI.ddidonly ar xN imr Mr Pmwwsee ea; wit the piveM prissiest or space condemning. Vole) .141Grow R Wow gads mate web nor% Let l etMae•e weed. Cpmne:AO and Grow R. b Me Opera Mr00s . Abow tirade section. Mon 8 - SW -anted* Ffecw a s60 tame NlmAped. • rn1OndP.vaPRMvdmMed es specified 4 C402.1.61. Mote 0 . Opaga door Mason shed canoe MmAppear A Prce4aaWlpee apvowd reread a wedged In Ca2.151. A door is MlabMd es Mole 10 - nonwestern eawdly Uh0Mnt a bra roam ada,rs NFRC product! Mrig, when Melons the owing end are, or eel be the ddaa rev per Section C3031.3. c 2 EAST ENVELOPE ELEVATION Scale: 1". 10ft WEST ENVELOPE ELEVATION Scale: 1" = 10 ft Project Summary PROJ-SUM 2015 WSEC Caiganee Forme for Commam* Burning* 1nduM10 182, R3. it Rowena An eau General Info Pm FROJ.SUMWM m barProvided toe all COMPAe'mProject ne ProjMI TCe: DRA•Sai AsaeC6r 6Swwa Data 7/1/16 Pmlq-BOatMona 12530546Ava 6 For kt0 01)I00/emr,tUaa Project G7rm eCo. aP: TMmib. King Crmb. WA65185 Proledowterr RIP Kovach AIdOte IM SW MNO701 ssad,PTyay Jredlm Oily al Tdnfie Project Description Salad atlas limply' is met dpopd Seed Adelson ♦ Fsatlrg 0, Aamran • Existing IOW ndenyb4dbg tine be ~MS tie addeon or Ybnion to demonstrate WitWit or 309L . r Nes Canelfvma, and Addle., New&gy,g Building Mahon Addlon 4 EARS.; Emong 84l0n9 Reeoa 1 r� AAMIWn r EaaWg Change in Spica Conditioning i 1001400e MOWnny gHistoric auldlrg Mad,r,kal Sperms E4Mw Spleen Building Elements Scope - Soled al that apply Bating Ewen* Sella tot Water &yens U41.e19 ayabms �„apan� .yype �_�'YY`"' T�_ dap R-R2,RS.&R40.S Meshes al RI Mind Use WC VPGrow R ale ComMerkel end Group R2, Me canmm* not otter Provisions. ♦ Blm dngisprosterthnthreestonesabapadaandaUSMCOnnmc#w a/h.eaesow.ncy-&Rang is three 0ork0 or less sari geode add a hat R3 orR 4 coopsxJS• Sabel Aa Cr0%40M to 0owanl amp4ano4 /or bWdgx TM ,ns'alr Wien .*I amply wi4 the WSEC Residential Space Conditioning Categories 3MMM ea Mal apply (OM Male d pvekcl Redoerated N%-aUae, V.a. CaSrfnaar, Refrigerated D OOM/Carr VW Con:bned Bwml.he14' Low Sane Space Cetepai E0641a Lw Er4410' Spat Unwr9*w Law energy Penn/cooling apd7 uweleu service d•llcu•e. Epnpnent te11g equipment Mew Floor Area and Stories FleateApv Grade B4MroololNndaned Aware, PROM&m.. let od Floor Ants 6 1a7sMelluly Papsd ondbe red aee..Ml 27650 General Compliance Palk mstap6m Total ei1pg Pedmmncs w,M l.ppceSS msdwoq red Compliance brine to Include (Wish., intakes a srrayof Peale, Mei l eplimbb LGTGEttcrocks.COmpliarn ii Pm m, . perdpM ,eq wan • Presoep$d Total ~AN we m ins OvmYa *tale �a TP�a`WM*:C�a MEC/Ibps (740161 -/Na0a romPY1gp•*wpbySall demonstrate compense immaets duW code Refer to C4012, am 1 for mom intonneden. submittal- aepp06D4ENV. (TO. MECHale C40e.. Prlgmance Pmpd. . comprny u bled Dui ng prlo,n.na budding energy model per 3btd0n C407 ranS eta demon**. 2 tor more CPo• WOO C& CM(d�DETAI,ENMCH)( NE0M.ECOI)D) Envelope Summary 2O15WSEC Compliance Forms for Canmaral Bohan inclading R2, R3, • Ra over 3 atones ENV -SUM Rolandan2m6 Project Info Cpnphpeforms dorel no. paten to we. 10voW end takulaig as gee we6.proreano Frond TOW DRA- 9u4n1n1 Amicably &Storage Date 07/01/2016 rW0.TI♦r4n R'0.14*c Mam/onmbn der n0Mdua,'Mo n respond b d ided aresposwag96arl0.Vr7,?*nce lam 0Mmd4n pla For swag Depsnenl Um Company Name: Kovach Arnbsecte 0376407 ADdnw 2115 Colby Ave. Evers& WA, M201 AOpecan Nang: Austin Kovach Applicant Mole: 208A17.28M Appme Emelt aux:suay..,..renn•t.. pm Project Description New Building Addnn 'Mention Occupancy Tyr Selection ngdnd D mane bona R1 end R2. R3. R4ovr 3 stones Mod UM 1A11 Commercial Oml R-AB Envelope Compliance Path Seb0An required b enable fame Penonnence Component Component Performance Calculation Type Seddon required D ~tea £W.OA and EMVSNGC Idol ��y,,� tirdii0 !:h4pedaprangy,Crdgbniro f""^^" Addoor41 E*devey Pesnpe Option - UPS 8 Enhancer) Envelope ToEcoompld[mona9OM Melding Menial nvekpe pedmmdNe b 1614 pre San Pe Tarps VA Air Barrier Testing To AT Air boner lacy red Required /sr Inlbalbn of balding eneNys doss nanneee025 CON WuOedppeled agape 'a"Cb251.2 AAOStidM E•bMnoy Pxkege Op2an• CA06.9 Reduced COMO* denenm4M 6w mbsured a keep Mr berry seem en* f eaalpenman p03b,drbro. Vertical Fenestration and Skylight Area Cakulalion Rmrpare Patrten-, E.Mmep]use�rp WM1N! malpyd tatter tivO, 1a4'"4" Corn punt P*nnnnct - Enrr valves n ENV•UA 771eae aane eub.WP.R wdta* >wee valor* eloa*n, ENV UA and we wderyarted on ENV - SIN. Total FamD Venia' a (6o4i OWN) .MOM by Eimer Snide %Voiced nos 100 equals Fns*rto, Above Anm WellAs 106.0 + 1292.0 X 100 = 8.2% GNM Exterior ROd T01tl S&yign .MOM by Ana tines 100 muds %91yII2M 0.0 + X 100 = Fenestration Area Compliance Verges. Fenestration Arse 51011884 Ara Vertical Fenestration Alternates 60si iiens. erns eV A onpgex pans. Mon FdD0*QMZdw AmeSprv%tine- e) 9doabWprimary arena zone erm. Dencode overkole tap ,.hhtdarks) tee oea under op3.111f o) Ren, r0 [Asper 2 wpPr esDe4. hMnian. Ho and 5110C per C101.9.1.3 and C403.6 l MseMn ixw,ee .MDN 001011per Mee dCONOniDNEO bar area bMN60ay1pM mespr Lone Calculationssecondary p*IMmee Meetra0w U-lednn Ded 01441 aid" a eryWn per 0102A.1A morsel._____.____,_.__ In buildings 3abae, ]4%or more In 02...li .3 rlrlw, 60%ar mac GOI.d.tl DaylgM1l Dapight 2oneoaeeVonMonte 8SlOC*dNO GIm4aa1 Rladree S4 2oneArea TA Zone Ales Percent Zd*1n6e 0 72'-4" 1 COD1.. _ : iC I C.a ) .J;e3 2 3 ?no City of Tukwila BUILDING DIVISION! Slab On Grade Edge 2,656SF UNHEATED SLAB > 7' Depth Below Grade Wall and Slab Edge 751-4" O FLOOR ENVELOPE PLAN Seale: 1"=10ft Lai 0 2 111 THE HISTORIC SAM NICHOLS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 AIA. NCARB www.kovacharchitects.com Voice 425.259.0809Fax 425.745.0897 5270 ) REGISTERED A C TEC' ANDREW S. KO ACH STATE OF WASHINGTON DATE: 10/1/19 Issue Date / Issue Title MI/7 1 SCHEM TC LAYOUT V2V18 2 PFE-APRJ CATION 6/1548 3 PERMIT SUBMITTAL 10149 4 REVECN 1 Ella COME ANALYSIS AO.-4h IElik1I M11E1cM 1'g1 Sheri Drsllriptino D'SO/9r COPYRIGHT C) 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) DRA PROFESSIONAL CENTER M: 2592 SF GROSS 2295 SF NET F1: 3600 SF GROSS 2895 SF NET F2: 4329 SF GROSS 3639 SF NET F3: 5040 SF GROSS 4358 SF NET TOTAL: 15,480 SF GROSS 13,187 SF NET EDGE OF RIGHT OF WAY OFFICE AREA: 5,600SF GROSS 10 1ST & 2ND LEVEL APARTMENT AREA: '-RESIDENTIAL UNITS @ 2ND & 3RD LEVEL PARKING: 5,600 @ 3/1000 = 17 STALLS\-- 2 STALLS PER UNIT @ 8 UNITS = 18 STALLS - 35 STALLS REQUIRED 39 STALLS pROVIDEP, (5 ppmipacT © 30% ALLOWEO ACCESSIBLE PARKING: 1/25 STALLS REQUIRED 2 ADA STALLS PROVIDED 1 VAN STALL 1 STANDARD STAIC.,:•;,-It SITE AREA : 30, 921 SF (.71 ACRES) / / / / / / / / / WA '"J:s" 'FRCIA:CCESSIIL---:111" EMRY 13°D0grEnR (2:SLOPETEIAVELoser MN. WDTHP 91-0° CONTINUOUS SOLID 6 FT. HIGH CEDAR FENCE e 3 0 1 0.-0' 0 NCI BICYCLE RACK 61-4' EL R.J\NTEF 101-0" SETBACK FURTHEST EXTENT OF BUILDING S I HUCTURE FURTHEST EXTENT OF ROOF OVERHANG Main • Buildi -Entrance.- ir VAN 4.0.4 1 10 .4u0,erik 11 131-0" IL LINA Eia.00 I t: i I 1. I tl I 25 35 45 55 65 75 FT 3-7 10L0a SETBACK No..ary. 1016.04641% e CAN : SAS 2 " =1 is " I I f4E-L.fi.-:.; • i 1 1 i eq: 3Z:1; 2o Usti 1 1. ! Gib! of Tukwila ; BUILDLN.G DiVICION 1 PLANRTH MC( 0 Z VM THE HISTORIC SAM NICHOLS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 AlAiNcARE www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 LH iHLdHUrt3 I L: 5270 REGISTERED A C TEC ANDREW S. KO ACH STATE OF WASHINGTON DATE 10/1/19 e llatt / issue Tide TVL947 1 SCHEMATIC LAYOUT V2V18 2 FREAPPLICA112N &ISM 3 reartrr SUBMITTAL 101.19 4 REVISION 1 SITE PlAi All GEM, 1&111.1112 TII Sheet Ilescriplion Di 5-- Pf 9S- COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P S. (ALL RIGHTS RESERVED) O 1 Eo O 00 (11 vl A el Irk! 1 8'-0" 1 QI_011 1r 1r,. 1 1 1 1 � 1 1 1 1 • • 72 -0" (E Sprinkler Room (E) Electrical Room 546 sf Active Recreation Area - Exercise Equipment OFFICE STORAGE 81_011 470 of Active Recreation .area - }Basketbal Court / / / / 31-0" X 6'8' 5 5-6 1 8'-0" 16'-6" b • • • 51-6" 5'-6" 5'-6" 2 3-0' X 6'8" 3 3'-D' X 6'8" 0" X 6'8" 6 3'-0' X 68" 7 UNIT STORAGE 4 3'-O'Xea" I 5. i 3-O" X 6'8' 5'-6" 5'-6" 8 3'-O" X 6'S 5'-6" 5,-6" 271-6"" (1 L1g.ts V j.•i G1Y { City of Tukwila ( BU{LDi.' G Divi ryN �FZ _.3 L1 IOU L1 Floor Lovel B,aSE=MENT PLSV N4,1 THE HISTORIC' SAN NICHOLS HOUSE 2115 COLBYAVENUE EVERETT, WA 98201 ALA.NCARB www. kovacharchitectscom Voice 425.259.0809Fax 425.745.0897 Pr Pir Pr" P Pr Iv" DATE: 1011119 Issue Date 1 Issue Title 11/1317 Nat SCHEMATIC LAYOUT 1/2145 2 PREAPFLICATION 6/15/18 3 PERMIT SUBMITTAL 'a'3048 4 REVLSCON1 BASEMENTPLAN 12.00 LEIA0.10111L11 1111f3 Sheet (Description L i B1;.:. (pia-oi9r r COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc, P.S. (ALL RIGHTS RESERVED) O En En r 0 co Eo / ////////////irit iLi�r ir •a:/�i ii �7i� . i�,�_�i�i.u,teri/L�r��-_/� _�iiiL.i�/6,.zar_A ot,igri I ��4.0 o _ de' _ 0/ ii%i/ZWAI AlEr5ra7 i %.,ter. ow • m 4 nn��/ns�/2‘10, Orr - • fi��/i/ifi/ifs EXISTING OFFICE TO REMAIN AS IS J F ai City ct VuktMla 1 EUswwGcoleS.•N EN/EL 1 1=:L.,.a1/4N 41,1 SCA.LH: ,/6,,.�_1,_0, IIPUM left THE HISTORIC SAM NIC9i0 S HOUSE 2115 COLBYAVENUE EVERETT, WA 98201 AIA, NC:ARa W W W.kovacharchitectacom Voice 425.259.0609Fax 425.745.0897 5270 REGISTERED A C TEC ANDREW S. KO ACH STATE OF WASHINGTON DATE: 10/1/19 e late / Issue Title 111311 Noi SGHEMPQIC LAYOUT V2V18 3 P APFtiCADDN 6.15SI8 3 PERFT1 SUBMITTAL 9/3YI9 4 REVISION HEST MI PL41 12.01 6l161tIL C191R1f ft t 1ti11 Sheri Ilrsrripl inn ,��8-oi9s WI R COPYRIGHT 2018 KOVACH ARCHTECTS, Inc. P.S. (Al I RIGHTS RESERVED) r 1 Eo Eo • os r1,41.74P/IF/SUIPVIVIVIIMOVIII/SAirar/S'AVIII/AII/Arair/AIAarde/AI F/SYSYSIVAVAIP/tAtar/S,SAInFAir'aVaSararAl/APVAIV/41,411.0 F./ ,• /// 40/ A 40 italW/S/II/4117.4 7.4 9 Kitchen/ Lunch Room 7/7/ EXISTING SUITE TO REMAIN / ma sirs•—ezniritenzeimeoviesesazemnat,".7 , __r/ss „ 4/ I 607 sf Passive Rooreernon Area - Common Soninroom / Lunch Room / Banquet Serving 01 0,00r „:0!"7" Afrier. Ave ire // nns r,r A IV seta; / 04/ 0 • 0,4 IV 1/ ill" r7'//priii 7 , / 7 ' r7 / / IS,Ar/./..:alrerjet://4.747.4r.,Wa/rArldr/47/7411/41.1,74WARSS/Aly //' qv / • ce frn 549, 368 of Passive Recreation Area - Meeting / Banquet 4r/ ir s., ii .., 4, _41 / 'Week r r 40 , ,,r AP A 1 rAr at/ vor ?fez 1 vz,v ///40 1`' A , .0/% / i ' 447, i A i is / •7 1 - A 7 / r .„. / .4 . ./nr, I r "A- i roI rdr/ 7,14 ' A die Al r // A11/, 7 07A.Wr 41/ Ir /r///44112 //141FrA et • A/ /./P41 7/ 7/ ..eunireits / .1 ,i• , .. '%/! // / / 44 //, rani, wzrzzonn "mete=trtszezne , pa is r/ - to ' ar / / / / /l; .4.9 / 6, irieltakert/ /S/SAISAIPAW/SAF/a/ / / / / / / /1/41.,' .41,141r/SYS/407.115S/AI/APY .1.4frflre i i I Vfli MA IS/41/41r/A P7,/ I IA I I/S/4115: di 0 F A ISA I r/S/AF/A I VS/AI r/SZIO VA MO %a I P.% I I "M/S 1 d r/S/41 WA VA %tea VA 4 r Banquet Serving Area CI : OYACHWAVAGIVAW/Za. • ./.4692rAC6aftWACOC1/219. 1 ... . Unit H 570 sf 22 Unit I 804 sti 0 31-CY ZD r 4 Operable Wood Jalousie Screened Vent (Typical Set) Wood -Jalousie Screened Vents (Typical Locations) Per 2015 ISC 1203.5 Natural ventilation and WA State Amendments CT ' ",,11 ; • .1,;,,;4 2.j ?La 1 i • City of Tukwila 1BUILDI:G DIVISION 1 LJIS \/E1..., I='LN 1%..4 eC.....4A. LE: 143" '=1 -0" 11 THE HISTORIC SAM NICHOLS HOUSI. 2115 COLBY AVENUE EVERETT, WA 98201 AIA, NCARB www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 5:- 5270 REGI TERED AC E ANDREW 3. ACH STATE OF WASHINGTON Dm: 10/U19 Issue Date / base Title 11/3/17 SCHEMATIC LWOUT V21018 2 PRE-APPUCATION 6'S18 3 PEWITSUBMITTAL 1/2919 4 UPCSOTr5 9/30/9 5 REVISION1 SECOVI LEE, PIM 12.02 10E}111.11111tIETORIUD Sheri Description LW-0/9,5e Be r 0 IL COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. F.S. (ALL RIGHTS RESERVED) N • / 4 WV/ ..64051.05051VSMO Wood Jalousie Screened Vents (Typical Locations) Per 2015 IBC 1203.5 Natural ventilation and 4' "Amendments THE HISTORIC SAM NICHOLS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 ANDREW S KO /ACI1 STATE OF WASHINGTON BIB MEL PLU (11111:1111411111 COPYRIGHT C 2018 KOVACH ARCS-lfTECTS, Inc. P.S. (ALL RIGHTS RESERVED) A IL i Max. 1.75 GPM nin ♦ Max. 1.75 GPM ---- 5' 1' b 5 D8 011 V' PSo R+8 0 \ � L Continuous ® Scale: 1/4" =11-0' 674 SF UNIT A Max. 1.0 GPM El ®UNIT B Scale: 1/4" = 629 SF • ETA • Intermitent Max. 1.75 GPM — 13'-2" 4'-8" c Max. 1.0 GPM 2'-9" D8-I W/H 0, + 7'-4" 5-0" co ♦ 0 a 0 0 Interm tent D Max. 1.75 GPM 13-1" CV i0 UNIT C 631 SF D8-I Max. 1.75 GPM co 8 • Gush I W/H I 5'-8" m Max. 1.0 GPM • )7r ,,1 yr rf itraFr.a G ofik THE HISTORIC SAMNICHOIS HOUSE. 2115 COLBY AVENUE EVERETT, WA 98201 AIA, NCARB www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 D' ilddrri111, DATE: 10/1/19 Issue late 1 Isle Title M3TT Not SCHEMATIC LAYOUT 1/2/18 2 PRE-APGI.ICATION 64518 3 PERHrf 5U R-VIAL. 93019 4 REV1510N1 IINITPLA.NS A2.04 r�u rarntclrl Sheet Description ficl u' COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (Al I RIGHTS RESERVED) 1 D 1"-K WJD Max. 1.75 GPM co R+S 1 6'-3' 4'-6' Max. 1.75 GPM D 9-J 5 Shelves Intermdent 5'-10" jr1" 3'-7" e:1 c Scale: 1/4'D 741 SF 4'-0" Max. 1.0 GPM TAD c Max. 1.75 GPM 18'-0' 1'-9° 10'-0" /, / J ii%//llll//l///l//�/l/ UNIT E Y Scale: 1/4' = 1'-0" 741 SF 7 Max. 1.0 GPM Continuous ®. Intermitent - Max, 1.75 GPM i0 Max. 1.75 GPM _ .. 2 n x.r0 i tv c T ui:wb 1 OCT 0 2 2"1 • THE HISTORIC SAM NICHOIS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 AIA. N(ARII www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 Pr li Pr P r:Pr> F^ :Pr f� I 5270 REGISTERED C E ANDREW S. KO ACH STATE OF WASHINGTON DATE: 10/1119 Issue Date / Issue Title 11,1311 Nal SCHEMATIC LAYOUT V2VI8 2 P uGATIDN 6 518 3 PERHRSUBMITTAL 9/30A9 4 REVISION UHT PIA It�ltt�vlatclya�r Sheri Ilirshluip(ion 7D/&-tJ/ 9Y COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) Max. 1.0 GPM 0) '-11' 2'-4" 2'-4" D9-.: Continuous x co W re D9-J D 1O-K Max. 1.75 GPM 1'-0" I 4 �1 tntennitent Max. 1.75 GPM inuoth 3'-0 1 /2" UNIT F scale: va• = r-o• 741 SF Max. 1.75 GPM —r ntermIteni 6'-1" Mex. 1.0 GPM Max. 1.75 GPM in UNIT G Scale: 1/4' = 11-0• 558 SF 1 2,-10" sna Ate\ Continuous \CAM //// // ////////% a w 0 10- R+8 5'-11' C:7N Gf f L'r.v. •:a (JCS 0 2 21:', *MEcr: ARCH rrE 14 TI IE HISTORIC SAM NICHOLS HOUSE 2115 COLBYAVENUE EVERETT,WA 98201 ALA, NCARa www. kova cha rch i tects com Voice 425.259.0609Fax 425.745.0897 rr r i �1 itiir 5270 REGI TERED A ANDREW 5. KO ACH STATE OF WASHINGTON DATE: 10/1/19 Issue Date / Issue Title *4311 Net scEencnc LAYOUT V2148 2 PRE,APPLK/Q1ON G/15/I8 3 PEI t s 1EMR'WL 913019 4 REVLSION1 1i11T PLiIS A2.06 Sheet Description z»t- 0,qg COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) Max. 1.75 GPM AlleniOtani imp D 10-(K R+S T D 8-H Continuous 5'-5' 4'-6" Max. 1.75 GPM Ln Max. 1.0 GPM 5'-0" 8'-1" UNIT H C Scale: 1/4' =1'-0" 570 SF 2'-10" D11-K R+S 4'-01 /8" 2'-10" Max. 1.0 GPM — Continuous 4'-8" 6'-6" 0 • w IC R+S r i D1O-K 4'-6" N Max. 1.75 GPM 0 / Intermitent 1'-10 Max. 1.75 GPM 0 s 3'-2 1/2" C8Scale: 1/4' = 11-0' UNITI 804 SF 0 ) • OCT 02 2012 CC THE HISTORIC SAM NICHOLS HOUSF. 2115 COLBY AVENUE EVERETT, WA 98201 AIA. NCARII www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 r P .V r r> r Pr 5270 REGISTERED A C E ANDREW S. KO ACH STATE OF WASHINGTON DATE 10l1/19 Issue Date / e Title 114M7 No:1 SCHEMARIG LAYOUT t'2t48 2 61548 3 PERMITft6rgTW.. 990/19 4 REVISION !MINAS s�ltt�ietmallo Shl�cl Ilescriptlon /8- O/95- PAINTED METAL CAP FLASHING CLEAR ANODIZED CORNER BREAKMETAL ALUMINUM CLAD STRUCTURAL COLUMN PAINTED METAL SIDING CORNER TRIM PAINTED METAL SIDING BASE TRI 54.96 Grade vLATE ELEv. 94.50 LEVEL 3 EL_EN/. 83.50 LEVEL ELEv. 71.50' LEVEE 1 ELEN/. 59.50 E4.3E11-71ENT LEVEL ELEv. 47730' MECHANICAL SCREEN 52.79 erode 49At - Grade ELEVATOR MECHANICAL AND STORAGE AREA LEVEL 69'-0" PAINTED METAL CAP FLASHING CLEAR ANODIZED CORNER BREAKMETAL TYPICAL i EA. WINDOW BANK ALUMINUM CLAD STRUCTURAL COLUMN PAINTED METAL SIDING CORNER TRIM PAINTED METAL SIDING BASE TRIM 46.91 Grade 1 45.44 Grade . v 7Z-0" 18'-0" 18'-0" 18'-0" 18'-0" MECHANICAL SCREEN PAINTED METAL SIDING BASE TRIM PAINTED METAL SIDING CORNER TRIM 1 L.'-10 1/2'. 15' TYP. 0 1/4: ROCKERY BEYOND PAINTED METAL SIDING BASE TRIM PAINTED METAL SIDING CORNER TRIM ALUMINUM CLAD BEAM @ OPEN FRAME ALUMINUM CLAD STRUCTURAL SUPPORT COLUMN @ OPEN FRAME PROVIDE CONTINUOUS VENTILATION TO ALL SOFFIT AREAS (TYP.) ALUMINUM CLAD STRUCTURAL COLUMN ALUMINUM SIDING ON 6' HIGH TRASH ENCLOSURE KNOX BOX 5'AFF NEXT TO FIRE SPRINKLER RISER ROOM N arls 1 El-E_44 4TION ALUMINUM CLAD STRUCTURAL SUPPORT COLUMN ALUMINUM CLAD STRUCTURAL BEAM MEMBER PROVIDE CONTINUOUS VENTILATION TO ALL SOFFIT AREAS (TYP.) SOFFIT MATERIAL AND FINISH TO MATCH ALUMINUM SIDING 9 ALUMINUM CLAD STRUCTURAL COLUMN BLACK ALUMINUM GUARD AND HANDRAIL ALUMINUM SIDING ON TRASH ENCLOSURE SCREEN WALL MEG-IYARD TOS E_EV.425 1Y r E,ss r aL.E\/,�TION SC,a.L.E: 1/811=11-0" SC,AL.E: 1/811=11-011 vL o.TE ELEv. 3430' LE..../EL 3 ELEv. aM.50 LEVEL 2 EL -ES/. 7150Y LEVEL1 ELEv. 59.eo' 1.0 CLEAR STAIN AND SEALED HORIZONTAL CEDAR SIDING (NATURAL LOOK FINISH) 2.0 HORIZONTAL HIGH SEAM METAL SIDING (MATT BLACK) 3.0 HORIZONTAL WOOD FASCIA 4.0 PAINTED CONCRETE (MATT BLACK) 5.0 OMITTED 6.0 HORIZONTAL HIGH SEAM ALUMINUM SIDING (MATT BLACK) 7.0 ALUMINUM CLAD STRUCTURAL COMPONANTS (BLACK BRONZE) 8.0 GALVINIZED STEEL FINISH 9.0 BLUE-GREEN TINTED GLAZING (TYP a ALL GLAZING) S SEMENT LEVEL ELEv. 47s0' F;'.:.LL,..ta ci ice,... ..�.�...�„� A arReo/90r-,0 12/13/10 THE. HISTORIC SAM NICI 10I ti II(11SE 2115 COLBY AVENUE EVERETT, WA 98201 .MA. N( ARR www.kovacharchitects.com Voice 425.259.0609Fax 425.745.0897 rr 46 rm 4> r ma porprlir Pr"Fr i ; 1/ 111_, _ HJ r b_C' DATE: 9/25/19 Issue late / Issue Title 928/19 REVSIDN 1 FRESH AIR VENTILATION A ►OM RIMERS 14.01 Walt IhRI}IIITIH: PIS Sheet Deseiiption WINDOW REVISIONS 7I. GORE REVISIONS PAINTED METAL SIDING BASE TRIM MECHANICAL SCREEN PAINTED METAL SIDING CORNER TRIM ALUMINUM CLAD STRUCTURAL SUPPORT COLUMN ALUMINUM CLAD STRUCTURAL BEAM MEMBER PROVIDE CONTINUOUS VENTILATION TO ALL SOFFIT AREAS (TYP.) SOFFIT MATERIAL AND FINISH TO MATCH ALUMINUM SIDING ALUMINUM CLAD STRUCTURAL COLUMN LOWER YARD 5NTRY TO5 ELEV. 42.5 U....stnI4L Ll ...1-117 I 48.55 t I OracleG aJ Grade PAINTED METAL CAP FLASHING MECHANICAL AND STORAGE LEVEL VVEST EL-a\/.sTION 181-0" 18'-0" 18'-0" 18'-0" MECHANICAL SCREEN PAINTED METAL SIDING BASE TRIM PAINTED METAL SIDING CORNER TRIM PAINTED METAL CAP FLASHING PROVIDE CONTINUOUS VENTILATION TO ALL SOFFIT AREAS (TYP ALUMINUM dLAD STRUCTURAL COLUMN PAINTED METAL CAP FLASHING CLEAR ANODIZED CORNER BREAKMETAIL ALUMINUM CLAD STRUCTURAL COLUMN PAINTED METAL CAP TRIM PAINTED METAL SIDING CORNER TRIM BUILDING ADDRESS PER ARCHITECTS SPECIFICATIONS MIN 6" IN HEIGHT AND MIN 3/4" STROKE WIDTH SoL...)T I ..E•/ "I N Scams LE: 1/8"=1'—O" SC» L..E: 1/SH=11-On S4'..SO' _c\//E� a E_Eaa.60 -EN/EL 2 EL -ENV. 71.50' LE's./E'-. 1 E_EN/. SS.SO' CLEAR ANODIZED CORNER BREAKMETAL TYPICAL @ EA. WINDOW BANK ---ALUMINUM CLAD STRUCTURAL COLUMN 1.0 CLEAR STAIN AND SEALED HORIZONTAL CEDAR SIDING (NATURAL LOOK FINISH) 2.0 HORIZONTAL HIGH SEAM METAL SIDING (MATT BLACK) 3.0 HORIZONTAL WOOD FASCIA 4.0 PAINTED CONCRETE (MATT BLACK) 5.0 OMITTED 6.0 HORIZONTAL HIGH SEAM ALUMINUM SIDING (MATT BLACK) 7.0 ALUMINUM CLAD STRUCTURAL COMPONANTS (BLACK BRONZE) 8.0 GALVINIZED STEEL FINISH 9.0 BLUE-GREEN TINTED GLAZING (TYP a ALL GLAZING) E�A86MISaNT LEEN/EL 448.00 City ct I [ k(e :a COL:.`.Y• • b18-d19s' OCT 0 2 2339 Ni�(,C j CI ARCI • ITECJ THE HISTORIC SARI NICHO[S HOUSE 2115 COLBYAVENUE EVERETT, WA 98201 AIA. NEARS www.kovacharchitectacom Voice 425.259.0609Fax 425.745.0897 r?r r r Pir > r r• J.f11 5270 REGI TERED ITE w ANDREW S. KO ACH STATE OF WASHINGTON DM 9/25/19 Isolate / lase Title a2&e REV15ION1 FRESH AIR VENTILATION LI, SOIn ELEVATIONS A4.O2 E®I®dLIBR®1018;115 Sheet Iles(lriptiou 11/30/10 WINDOW REVISIONS / \ 12 13/10 T.I. CORE REVISIONS COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) A3RREVIATIONS AB ANCHOR BOLT ADJ ADJACENT AFT ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AL ALUMINUM AT BF BOTTOM OF FRAME BLKG BLOCKING BM BEAM BOT BOTTOM CP CAST IN PLACE CLG CEUNG CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL CO_UMN CONC CONCRETE CONT CONTNUOUS DIM DIMENSION DIR DIRECTION DN DOWN DS DOWNSPOUT DU DWEL•-'NG UNIT DWG DRAWING (E) EXISrr.NG EA EACH ELEVATON E-EC FI FCTRICAL E03 EQUAL OR BETTER EX EXISTING EXT EXTERIOR EQ EQUAL FE PORTABLE TIRE EXTINGUISHER FIN FNISH F.F. FINISH FLOOR FFFACTORY FISH FP PRE PLACE FT FOOT/FEET FTC FOOTING GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GL GLASS GO GAS OUTLET GWB GYPSUM WALLBOARD H HINGE (JAMB) HB HOSE BIB HDR HEADER HT HEIGI-fT HR HOUR INCL INC.UDE(ING) ISUL ISULATION TNT INTERIOR JT JOINT LAMI LAMINATE LT LIGHT MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MIN MINIMUM MTL METAL (N) NEW NO NOT IN CONTRACT NTS NOT TO SCALE 0/ OVER OC ON CENTER OPG OPENING OPP OPPOSTE OSCI OWNER SUPP_:ED CONTRACIOR INSTALLED OSOI OWNER SUPPUED OWNER INSTAL I Fr) (9 PROPOSED 'ERP PERFERATED PIP POURED N PLACE P.L. PLASTIC LAMINATE PL PLATE PLYWD PLYWOOD PR PAIR OF DOORS P.T. PRESSURE TREATED PT PAINT PTD PANTED R RSER REQ'D REQUIRED RM ROOM RO ROUGH OPENING S SI HIKE (JAMB) SG SAFETY GLAZING SHT SHEET SIM SIMILAR SOG SLAB ON GRADE SP SPLASH BLOCK SQ SQUARE SS STAINLESS S I EEL STL STEEL ST STAN & VARNISH STN STAINED STO STORAGE STRUCT STRUCTURAL APPLICA3LE CODES T TEMPERED T&G TONGUE & GROOVE T.O. TOP OF TYP TYPICAL UNo UNLESS NOTED OTHERWISE VB VAPOR BARRIER VIF VERY IN FIELD VERT VERTICAL W/ WITH WC WATER CLOSET WIN WINDOW WD WOOD W/O WITH OUT 2015 INTERNATIONAL CODES AND CITY OF TUKWILA AMMENDMENTS INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE 2017 TUKWILA MUNICIPAL CODE 2015 WASHINGTIN STATE ENERGY CODE 2015 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE VICI\I VA S 136% aS,. S '36th St 10 SITE NORTH SYMBOL L EGE\D 11M ## Cont/Int GE\E CARBON MONOXIDE DETECTOR/ALARM PER IRC SMOKE DE I ECTOR/ALARM PER IRC Kff CHEN FIRE EXI1NGUISHER VENTILATION EXHAUST FAN AT GIVEN CFM CONTINUOUS OR INTERMITENT AS NOTED RAL \OTES CONTACTS ARCHITECT Kovach Architects 2115 Colby Ave Everett, WA 98201 Contact: Phone: Fax: E-Mail: Austin Kovach 206.617.2899 N/A austin@kovacharchitects.com OWNER Dr. Raj Angolkar 6720 Fort Dent Way Suite 120 Tukwila, WA 98188 Contact: Dr. Raj Angolkar Phone: Fax: N/A E-Mail: DO NOT SCAT F DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTIFY ARCHITECTS IMMEDIATELY IF CONFUCTS EXIST. Al I DIMENSIONS ARE TO FACE OF STUD, GRIDUNE, CENTERUNE, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO INITIALING ANY PORTION OF THE WORK. VERIFY ALL ROUGH -IN DIMENSIONS AND LOCATIONS FOR EQUIPMENT, FIXTURES, ETC. PROVIDE ALL BLOCKING, BUCK -OUTS, BACKING, AND JACKS REQUIRED FOR INSTALLATION . LIGHT LINE ALL DRAIN UNES TO APPROVED DRAINAGE SYSTEM PER CML DRAWINGS ALL WOOD IN CONTACT WITH CONCRL I E TO BE PRESSURE TREATED. STAIR RAIL AND GUARD RAIL OPENINGS TO BE A MAXIMUM OF 4" O.C. IF APPLICABLE. PROVIDE ALL PROTECTION SHORING AND BRACING AS REQUIRED BY SITE CONDITIONS IN ORDER TO MAINTAIN A SAFE JOB SITE AND PROTECT COMPONENTS TO REMAIN. SEPARATE MEC./ELCT./PLUMBING PERMITS ARE REQUIRED AND ARE THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR. ZONING SUVVARY CITY OF TUKVVILA ZONING REQuitREMENTS (fMC 18.26.080) LOT ZONE DENSITY Maximum YARDS Front Second Front Side & Rear LANDSCAPING Front Side Rear RECREATION SPACE HEIGHT OFF STREET PARKNG Office E3icyces Resdential Bicycles Barrier Free Stalls Compact Stalls RGM Code Section 18.26.080 18.26.080 18.26.080 18.26.080 18.26.080 18.26.080 18.56.130 18.56 Fig. 18-7 18.56.130 18.56.080 18.56.090 Required/ Allowed 1 DU /3,000sf = 30,921 sf Lot / 3,000sf = 10 20ft 10I1 10ft 10ft 5ft None 200sf / DU = 8 DU x 200 = 1600sf 35ft - 3 Stories 3 Stalls / 1000sf = (5,600sf / 1000) x 3 = 17 1/50 Stabs (Min. 2) 2 Stalls/ DU up to 3 Bedrooms = 8 DU x 2 = 16 1 /10 Stalls (Min. 2) 1 / 25 Stalls = 2 Max. 30`3o=39x.3=11 Proposed 8 DU Existing Existing Existing _xistng Existnq Existing 1600 sl interior Existing 3 Stones (E) 23 Stalls (E) 2 Sta'ls (E) 16 Stalls (E) 2 Stalls (E) 1 Van & 1 Standard (E) 5 Stalls Notes See Exsting Site Plan See Exsting Site Plan See Flans Sc Exsting Site Plan PROPER I Y I\FORVATIO\ ADDRESS 13530 53RD AVE S, TUKWILA WA 98168 PARCELL No.: #0003000038 LEGAL DESCRIPTION: FOSTER STEPHEN-D C # 38 BEG ON S LN OF FOSTER ST 83 FT FR INT OF SLY LN OF SD FOSTER ST AND WLY LN OF DUWAMISH-RENTON JUNC RD TH S 49-11-08 W ALG SD ST 25.36 FT TH S 31-03-30 W ALG S LN OF SD ST 147.89 FT TH S 23-49-15 E 189.97 FT TH N 40-36-00 E 252.98 FT M/L TO APT S 49-24-00 E FROM BEG TH N 49-24-00 W TO BEG LESS BEG NELY COR THOF TH S 49-24-00 E 110 FT TH S 40-36-00 W 70 FT TH N 49-24-00 W TO S LN OF FOSTER ST NOW 52ND AVE S TH NELY ALG SD ST LN TO BEG PROJECT DESCRIPTION T.I. CONVERSION OF 6,131 SF OFFICE SPACE TO 8 RESIDENTIAL APARTMENT UNITS & ASSOCIATED RECREATION SPACE. 3 UNITS (1932 SF) ON A MIXED USE 2ND FLOOR & 5 UNITS PLUS RECREATION AREA (4199 SF) ON A 3RD FLOOR. SHEEI I\iD-X REVISED SHEET CHECKLIST SHEET # SHEET TITLE INITIAL SET X A0.1 X A0.2a X A0.2b X A0.3a x A0.3b X A1.0 X A2.0 X A2.1 X A2.2 x A2.3 X A2.3 X A2.4 X A2.5 X A2.6 X A2.7 X A2.8 X A2.9 X A2.10 x A3.1 x A5.1 x A6.1 X A7,1 DEFERR Cover Sheet Building Code Building Code Energy Code Energy Code Site Plan Basement Plan 1st Floor Plan 2nd Floor PLan 3rd Floor Plan Residential Unit 1 Plan Residential Unit 2 Plan Residential Unit 3 Plan Residential Unit 4 Plan Residential Unit 5 Plan Residential Unit 6 Plan Residential Unit 7 Plan Residential Unit 8 Plan RESERVED Door & Window Schedule RESEVRED Pe„�,,., i a Assembly Details Plan rov;c.,' .-..... D SU3VI I IALS FILE C7."y A;;lrovalc,c..... �::: t"c vi3at,.� C, .. ,J : _.,�J c.. of cpprcr,I-1 FIL•J Co; .., c'. ' v:J.. . Cy: Data: NOTE: DEFERRED SUBMITTALS ARE TO BE REVIEWED AND APPROVED BY DESIGN PROFESSIONAL OF RECORD THEN SUBMI I I ED TO THE CITY OF TUKWILA FOR REVIEW PER IBC 107.3.4.1 EACH IS THE RESPONSIBILITY OF THE APPROPRIATE (SUB -)CONTRACTOR ELECTRICAL PERMIT FIRE SPRINKLER ALTERATION PERMIT MECHANICAL PERMIT PLUMBING PERMIT No ..,o,.'1cif =:1' (r: 1 ( 7 12E3 C:fc. '....a BUiLG REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 �18 city T Tukwila n + � L • i ofu wila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN , 6 ?Ot$ PERMIT CENTER t3l8ois 3 ARCHITECTS J),), Jiic: 1111.:1111S101LIC s:1N1 NI(:I IUIS 1101'SIC 2115 COLBY AVENUE EVERETT, OVA 98201 ALA. NCIARB vvrw . icovacharchdectS . Co m voice 425 259.0639 Fax 425.745 CFG7 fir II�:iJ'd; DATE: 6/21/18 Issue Date / Issue Title 7VI3T1 1 S.S-EI'IATC LAYOUT V2VI8 PRE-APPLIOATO\ CJ15,18 3 PE2^'.` SUB^' fOiFR SR}1I A0.1 1114116 f 811R11T2:1111 Sheet Description COPYRGHT © 2018 KOVACH ARCHfTECTS, !nc. P.S. (ALL RIGHTS RESERVED) 0 0 68' C.P.E. 61' C.P.E. 117' MAXI " VEL D 66' C.P.E. 0 A •, (�o J J ASSEMBLY FIRE RATING KEY: 1/4 (E} 2 HR (E) 1 HR (E) NONE RATED (P) 1 HR (P) 1 /2 HR T EXISTING OFFICE TO REMAIN AS IS k, 31' 1 1/8" 92' MAX. TRAVEL DIST. I 1. II L 890SF/300 = 3 OCC. 1 EXIT REQ. 57' MAX. TRAVEL DIST. 1 0 2015 IBC ANALYSIS ITEM OCCUPANCY CLASS MAX. OCCUPANCY CONSTRUCTION TYPE SPRINKLER SYSTEM CODE SECTION 303.1.1 Table 1004.1.1 RESIDENTIAL ASSEMBLY (UN CONCENTRATED) STORAGE UNITS (la OFFICE 903.3.1.1 TOTAL = REQUIREMENTS A-2 < 50 OCC. = B OCC. 200 SF / PERSON 15 SF / PERSON 300 SF / PERSON 100 SF / PERSON NFPA 13 PROVIDED R-2, A-2, S-1 & B OCCUPANCY A-2 INCWDED IN B OCCUPANCY 6,333 SF / 200 = 32 OCC 1,668 SF/15= 1120CC 1,164SF/300=6OCC 5,547 SF / 100 = 56 OCC 206 OCC. VB NFPA 13 AREA LIMIT HEIGHT LIMIT MEZZANINE AREA FIRE RATINGS PRIMARY STRUCT. FRAME EXT. BEARING WALLS INT. BEARING WALLS EXT NON -BEARING WALLS INT NON -BEARING WALLS FLOORS & 2ND MEMBERS ROOFS & 2ND MEMBERS SEPARATION (B OCCUPANCY) SEPARATION (R-2 OCCUPANCY) OPENING PROTECTION OCCUPANCY SEPARATION R-2 AND B S-1 AND B DWEWNG UNITS DWEUJNG UNITS HORIZONTAL INCIDENTAL LAUNDRY ROOM CORRIDORS DOORS 1/2 HR RATED COORIDOR 1 HR RATED FIRE BARRIER RRE ALARM STAND PIPE PORTABLE RRE EXTINGUISHERS R-2 A-2 & B 506 (MOST RESTRICTIVE OCC.) 504 (MOST RESTRICTIVE OCC.) 505 Table 601 Table 601 Table 601 Table 601 Table 601 Table 601 Table 601 Table 602 Table 602 Table 705.8 Table 508.4 (SPRINKLERED) Table 508.4 (SPRINKLERED) 420.2 420.3 Table 509 Table 1020.1 Table 716.5 907,2.9 905,3.1 -905.3.8 906.1 21,000 SF / FLOOR (SPRINKLERED) 21,000 + ( 7,000 x 0.5) x 3 = 73,500 SF 60' / 3 STORIES (SPRINKLERED) 1/3 MAIN FLOOR AREA VB 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR < 10'/ 1 HR a10'/0HR <5'/2HR k5<10'/1 HR a10'/OHR >_20FT / UNUMMITED 1 HR NONE 1/2HPPER 708.3Ex. 2 1/2HRPER711.2.4.3Ex. 1 HR or SPRINKLERED 1/2 HR 1/3 HR W/ AUTOMATIC CLOSER 3/4 HR W/ AUTOMATIC CLOSER MANUAL NOT REW. W/ SPRINKLER WA FOR R-2 FLOORS < 30' ABOVE GRADE MIN. ONE '1 -A:10-B:C' PER D.U. MIN. ONE 2-A/3,000SF : 75' MAX TRAVEL (E) 15,979 SF (E) 35' / 3 STORIES NONE VB 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR N/A 0 HR N/A N/A 0 HR EXISTING 1 HR NONE 1/2 HR 1/2 HR SPRINKLERED 1/2 HR 1/3 HR W/ AUTOMATIC CLOSIT1 3/4 HR W/ AUTOMATIC CLOSER SPRINKLERED W/ AUTOMATIC ALARM EXISTING PROVIDED ONE EXTINGUISHER PER D.U. 2 IN B REC: 1 IN F3 REC. EXITS OCCUPANT LOAD DWELUNG UNITS 3RD FLOOR RECREATION AREA 2ND FLOOR RECREATION AREA BASEMENT RECREATION AREA (E) OFFICES EA, FLOOR EMERGENCY ESCAPE & RESCUE TRAVEL DISTANCE COMMON PATH OF EGRESS R-2 A-2 S-1 1015.1 1021.1 1030 Table 1017,2 Table 1006.2.1 1-49 OCCUPANTS = 1 EXIT 1-500 OCCUPANTS = 2 EXITS Max. DU 816 SF/ 200 = 5 OCC. (1 EXff) 708 SF/ 15 = 48 OCC. (1 D 1) 360 SF/ 15 = 24 OCC. (1 EXIT) 600 SF/ 15 = 40 OCC. (1 EXIT) EXISTING 2 DOTS REQ. FOR SINGLE EXIT BLDGS. 250FT MAX. (SPRINKLERED) 125FT MAX. 75FT MAX. 100Fr MAX. 1 ea EA. 2 DOTS 2 DOTS 1 EXITS EXISTING 2 EXITS 2 EXITS PER STORY: NONE 117 FT MAX. 75 FT MAX. 43 FT MAX. 44 FT MAX. ACCESSIBLE UNITS GROUP R-2 TYPE A UNITS TYPE B UNtTS 1107.6.2 1107.6,2.2.1 1107.6,2.2.2 2% W/ a 20 D.U. 100% W/ a 4 D.U. < 20 UNITS : NONE ALL TYPE B SMOKE ALARMS LOCATIONS 907,2.11.2 EA, BEDROOM HALL AREA OF BEDROOMS EA, ADDITIONAL STORY CONNECTED ALARMS 8 PROVIDED 8 PROVIDED N/A CONNE(:I LD ALARMS CARBON MONOXIDE ALARMS 915 HALL AREA OF BEDROOMS IN DWEWING UNITS CONTAINING FUEL FIRED APPUANCES 8 PROVIDED MECHANICAL VENTILATION I'TCHEN EXHAUST BATHROOM/LAUNDRY EXHAUST M403.3.2.1 M403.3.2.3 M403.3.2.3 < 5 AIR CHANGES/HR MECH. VENT. REQ. CONT. EXHAUST ® 0.01(Roor Area)+7.5(Bedroom + 1) (Max. D.0 Floor Area = 816 SF & Max. BR= 11=23.2 cfrrl 100cfm INT. OR 25cfm CONT. 50cfm INT. OR 20cfm CONT. * PER THE WASHINGTON STATE AMMENDED IBC MECH. VENT, PROVIDED 1) 80cfrn CONT. FAN / D.U. (0 BATH) 1)100cfm INT. F ca. N 1) 80cfm CONT FANRE `° CODECOMPLIANCE APPROVED AUG2 32018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SUN 26 2018 PERMIT CENTER THE E HISTORIC 1'ORIC SAM NICI IUI S I [OUSE 2115 COLBY AVENUE EVERE'IT, WA 98201 AIA. M:ARO WAvi.kovaCraeci.!ccls a:~ ',Ate 2:i. 259 CeC•9 "ax L25 14:; C8c<7 DATE: 6/21/18 Issue Date / Issue Title 11/1317 1 SCHEMATIC LAYOUT V2V18 2 PRE -APPLICATION 6/1.5118 3 PERMIT SUBMITTAL BULL I GCOBBML1'SLS AO.a MN.IAPRl1IL1 b/3' 0/95 Sheet liesrrip1ion COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P,S. (ALL RIGHTS RESERVED) :11.,,,,,, 4, i , M2w011221,0•12.101Y II Mwn+pw.+4n1r i iirdr. W 14,111,11AaAY11` MMiP/1w,RNMY air 1+ i , a111 O114106NYINU,1 11 42- �404.2.22 NMCU11M Q1.1.001.. 1"a,"1 AMMO 00012 4, max 8.4 � 1.1.2.2022 MTG.OWgB M,1Y6 4,- u-la\ a �4 110.11113L ASSEMBLY FIRE RATING KEY: (E) 2 HR (E) 1 HR (E) NONE RATED (P)1HR (P) 1/2 HR 1111=i1=s11= 11-= II ,1 11111=I1=1111=111 111i 11=11�111= 1111111i111#;, =111=III=1111= I 1-1111 111i=i1.. III=1111=1111='111=111=III 111i=1'11- -1111= = + II`11i.-11 ill=111,=11.1 ;III =III=11=lill- Ili 11=1111=1111=1111= I I=1111=11-1111 1111 1111 111=11=11=11! 1111 1111-1111- III !-1111=1111=1111= FIG. 1004.11.3.1.1 LAVATORY IN TYPE B UNITS —OPTION A BATHROOMS Mar FIG. 1004.11.3.1.3.1 PARALLEL APPROACH BATHTUB IN TYPE B UNITS —OPTION A BATHROOMS IQ Mir aarllallr, r,./ulrw M111- L f lea.mralrtlrwr/ do FIG. 1004.11.3.1.2 CLEARANCE AT WATER CLOSETS IN TYPE B UNITS back war FIG. 1004.11.3.1.3.2 FORWARD APPROACH BATHTUB IN TYPE B UNITS —OPTION A BATHROOMS ................................................ DWELLING UNIT (R-2 OCC) DWELLING UNIT (R-2 OCC) .................................. STORAGE UNITS (S-1 OCC) 11=illl= 1111=ii1-1111= lii1=1111==111= - III I =1 I l '1=l 1= 11=':1i=11=111 = 1--=S=11i1==1 JT&TJL,LtT:FVLI4uhlLIlIIII11I [Drawing Title] Scale: 1 /8" = 1 '-0" U-.30 R-30 R-21 R-30 R-49 R-21 it , �l l==lll1= IIII=li I--1111=1111= 2009 ICC A117.1 ANALYSIS ITEM DWEUJNG UNIT ACCESSIBILITY TYPE B UNITS CODE SECTION IBC 1007.6.2 ICC A117.1 1004 REQUIREMENTS 100% TYPE B UNITS SEE BELOW PROVIDED ALL TYPE B UNITS SEE BELOW ACCESSIBE ROUTES PRIMARY ENTRANCE DOOR USER PASAGE DOORWAYS 1004.5.1 & 404 1004.5.2 & 303 MIN. 32" CLEAR WDTH & APPROACH CLEARANCE & THRESHOLD PER 303 Min. 31 3/4" CLEAR WDTH & 1/4' THRESHOLD TOILET AND BATHING FACILITIES 1004.11 WATER CLOSET GRAB BAR RONFORCEMNT BATH GRAB BAR REINFORCEMENT CLEAR FLOOR AREA 1004.11.3- OPT. A PROVIDE PER 604.5 NO VERT. REINFORCEMENT REQ. REINFORCEMENT FOR 24" REAR WALL, 24" SIDE WALL, & SWING -UP GRAB BARS OK PROVIDE PER 607.4 SEE DIAGRAMS CONFORMS- SEE PLANS KITCHENS CLEW WIDTH CLEAR FLOOR AREA KICTHEN SINK DISHWASHER COOKTOP OVEN REFRIGERATOR/FREEZER 1004.12 RG. 1004.12.1.1 1004.12.2.1 1004.12.2.2 1004.12.2.3 1004.12.2.4 10,34.12.2.5 SEE DIAGRAMS 30x48 PARF1 FI (CENTERED) OR FORWARD (W/ KNEE & TOE CLEARANCE PER 306) ADJACENT 30x48 PARR 1 FL OR FORWARD 30x48 PARELLEL (CENTERED) OR FORWARD (W/ KNEE & 'TOE CLEARANCE PER 306) ADJACENT 30x48 PARELLEL OR FORWARD 30x48 PARELLB_ OR FORWARD W/ Max 24" OFFSET FROM CENTER DW 0 0 00 50 min 1525 FIG. 1004.12.1.2 U4IIAPED KITCHEN CLEARANCE IN TYPE B UNITS lo 0 Rd 00 9 40 min 1015 L1 1 CONFORMS- SEE PLANS 30x48 PARR 1 Fl CENTERED 30x48 PARR 1 F1 30x48 PARFt I FI CENTERED 30x48 PARELLEL 30x48 PARELLEL UP TO 24" OFFSET OW 9 40 nin 0 00 Ref 101E 1W FIG. 1004.12.1.1 MINIMUM KRCHEN CLEARANCE IN TYPE B UNITS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 u 2018 City of Tukwila I BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN262018 PERMIT CENTER Dig-0 Fse otot. MiXtAl THE IE I IISTORIC SA\1 NICI HOLS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 AIA. NCARB K(oVx, ray;,-1kris corn V e 42t 2:;9 "..OE)9 Fax 425.745.0 7 If JiiJjii DATA 6/21/18 issue Hatt / issue Title 1V13/ 7 1 SCHEMATIC LAYOUT 1/21/I8 2 PRSAPPUCATION 6/15/18 3 PERMIT SUBMrrrec NUEU COM MLYSLS 2b 1O.b CEEtIL MOIL 111 Sheet Desrripiion COPYRIGHT © 2018 KOVACH ARCHI I E=CTS: Inc. R.S. (ALL RIGHTS RFSERV_71D) It /! /) rl l 1 \ it\' TR)N S! \II.UNIVI RSII'Y I L.ri'.I 'N ENr'. Permit #: Insulation Certificate for Residential New Construction House address or lot number: Walls Blown or Sprayed Fiberglass or Cellulose - Walls Type of insulation: R-Value per Inch: Manufacturer: Coverage Area: Bag Count: R-Value: Floor Blown or Sprayed Fiberglass or Cellulose - Ceiling Type of insulation: R-Value per Inch: Manufacturer: Coverage Area: R-Value: Bag Count: Flat Ceiling/Attic Sprayed Polyurethane Foam (SPF) Type of insulation: Density: Manufacturer: Installed Thickness: R-Value: R-Value of Installed Thickness Building Component Installed: walls floor ceiling Single Rafter Joist Vaulted Ceiling Type of insulation: Manufacturer: R-Value: Insulation Installer: Company Name: Installer: Installer Signature: Date: Phone Number: Washington State Energy Code Reference httoJ/www.eneray.wsu.edu/Documents/2012%20Ree%20Eneray.pdf : R303.1 Identification. Materials, systems and equipment shall be identified in a manner that will allow a determination of compliance with the applicable provisions of this code. R303.1.1 Building thermal envelope Insulation. An R-value identification mark shall be applied by the manufacturer to each piece of building thermal envelope insulation 12 inches (305 mm) or greater in width. Alternately, the insulation installers shall provide a certification listing the type, manufacturer and R-value of insulation installed in each element of the building thermal envelope. For blown or sprayed insulation (fiberglass and cellulose), the initial installed thickness, settled thickness, settled R-value, installed density, coverage area and number of bags installed shall be listed on the certification. For sprayed polyurethane foam (SPF) insulation. the installed thickness of the areas covered and R-value of installed thickness shall be listed on the certification. The insulation installer shall sign, date and post the certification in a conspicuous location on the job site. KING COUNTY- CLIMATE ZONE 4C R401.3 Certificate (Mandatory). A permanent certificate shall be completed and posted on or within three feet of the electrical distribution panel by the builder or registered design professional. The certificate shall be completed by the builder or registered design professional and shall not cover or obstruct the visibility of thc circuit directory label, service disconnect label or other required labels. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, below -grade wall, and/or floor) and ducts outside conditioned spaces; U-factors for fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results from any required duct system and building envelope air leakage testing done on the building. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the types and efficiencies of heating, cooling and service water heating equipment. Where a gas -fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall list "gas -fired unvented room heater,' "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be listed for gas -fired unvented room heaters, electric furnaces or electric baseboard heaters. R402.2 Specific insulation requirements (Prescriptive). In addition to the requirements of Section R402.1, insulation shall meet the specific requirements of Scctions R402.2.1 through R402.2.12. R402.2.8 Basement walls. Below -grade exterior wall insulation used on the exterior (cold) side of the wall shall extend from the top of the below -grade wall to the top of the footing and shall be approved for below -grade usc. Above -grade insulation shall be protected. Insulation used on the interior (warm) side of the wall shall extend from the top of the below -grade wall to the below -grade floor level and shall include R-5 rigid board providing a thermal break between the concrete wall and the slab. R402.2.9 Slab -on -grade floors. The minimum thermal resistance (R-value) of the insulation around the perimeter of unheated or heated slab -on -grade floors shall be as specified in Table R402.1.1. The insulation shall be placed on the outside of the foundation or on the inside of the foundation wall. The insulation shall extend downward from the top of the slab for a minimum distance as shown in the table or to the top of thc footing, whichever is less, or downward to at least the bottom of the slab and then horizontally to the interior or exterior for the total distance shown in the table. A two-inch by two-inch (maximum) pressure treated nailer may be placed at the finished floor elevation for attachment of interior finish materials. Insulation extending away from the building shall be protected by pavement or by a minimum of 10 inches (254 mm) of soil. R402.2.9.1 Heated slab -on -grade floors (Mandatory). The entire area of a heated slab -on -grade floor shall be thermally isolated from the soil with a minimum of R-10 insulation. The insulation shall bc an approved product for its intended usc. If a soil gas control system is present below the heated slab -on -grade floor, which results in increased convective flow below the heated slab -on -grade floor, the heated slab -on -grade floor shall be thermally isolated from the sub -slab gravel layer. R-10 heated slab -on -grade floor insulation is required for all compliance paths. R4023 Feaestratlon (Prescriptive). In addition to the requirements of Section R402, fenestration shall comply with Sections R402.3.1 through R402.3.6. R402.3.1 U-factor. An area -weighted average of fenestration products shall be permitted to satisfy the U-factor requirements. R402.3.2 Glazed fenestration SHGC. An area -weighted average of fenestration products more than 50 percent glazed shall be permitted to satisfy the SHGC requirements. R402.3.3 Glazed fenestration exemption. Up to 15 square feet (1.4 m2) of glazed fenestration per dwelling unit shall be permitted to be exempt from U-factor and SHGC requirements in Section R402.1.1. This exemption shall not apply to the U-factor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4. R402.34 Opaque door exemptlon. One side-hingcd opaque door assembly up to 24 square feet (2.22 m2) in area is exempted from the U-factor requirement in Section R402.1.1. This exemption shall not apply to the U-factor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R4024.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R4024.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code o, jfrcial. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Once visual inspection has confirmed sealing (see Table R402.4.1.1), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open, access hatches to conditioned crawl spaces and conditioned attics shall be open; 4. Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and scaled; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R404.1 Lighting equipment (Mandatory). A minimum of 75 percent of permanently installed lamps in lighting fixtures shall be high -efficacy lamps. TABLE 406.2 ENERGY CREDITS OPTION DESCRIPTION CREDIT(S) 3b6 HIGH EFFICIENCY HVAC EQUIPMENT 3b: Air -source heat pump with minimum HSPF of 9.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 1.0 5a EFFICIENT WATER HEATING 5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.` To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. 0.5 5b EFFICIENT WATER HEATING 5b: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shalt specify the water heater equipment type and the minimum equipment efficiency. 1.0 Prescriptive Energy Code Compliance for All Climate Zones in Washington Contact Information ThIs project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date dtv' r 11, �d,.� �t ).A .F !�..�'xk��fr�..;`r'X�i� �.i�f.RSr� z .� n i .6.,'5t b kl, o f 9-. !_ .'eats '� Y!„ a ';'fY may. H..r.'n 3. .),RL n��4Y 1a 1 K ... R-Values U-Factors Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb•e n/a n/a Ceilingk 49i 0.026 Wood Frame Walla"" 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 309 0.029 Below Grade Walle.m 10/15/21 int + TB 0.042 Slab° R-Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit In a residential hgj(ijjp{t shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3 Exception: Uwe mg units serving R- cr®i 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Additions less than 500 square feet: .5 credits occupancies s a require Table R406.2 Summary Option Description Credit(s la Efficient Building Envelope la 0.5 1b Efficient Building Envelope lb 1.0 lc Efficient Building Envelope lc 2.0 ld Efficient Building Envelope id 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits 1 *1200 kwh 1.0 REVIEWED FOR CODE Cl1PLIANCE APPROVED 0.0 AUC.W0C 2018 City of Tukwila LDIN .R-values arc minimums. Ufactors and SHGC arc maximums. When insulation is installed in a cavity which is less than the lalrFet des G Dl`( `SION thc compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the A. -value specified in the table. bThc fenestration t4factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may bc excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. a R-10 continuous insulation is required undcr heated slab on grade floors. See R402.2.9.1. i For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. RECEIVED CITY OF TUKWILA JUN262018 PERMIT CENTER t70/b4" THE HISTORIC SA,\t NICIIUIS HOUSE 2115 COLBYAVENUE EVERETT, WA 98201 ALA.N ARB wvw„ .ko achard-itects.o m Void 425.259 0609 Fax 4 25. 7' 5 ^;f,g r tr r' \ it M ' aR f/ sr Pr DATE: 6/21/1S Issue Date / Issue Title 1 SCFlEMATiC LAYOUT 2 PRE-APPUCAiiON PERMIT SUBMITTAL RIMY CODE ANALYSIS AO.Zla COAL Crit 1t 111 Sheet Uesrripiioii COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (Al 1 RIGHTS RESERVED) Component Perforrnance Path, pg. 1 2015 WSEC CompSance Forms for Commercial Buildings inducing R2. R3. & R4 over 3 stories and all RI ENV-UA Prolett 71tte: DRA. Basement Assembly & Storage Date 07/01/2016 Calculation Adjustments Proposed UA Is allowed to be 10% higher than Target UA For Sodding Department Use Fenestration Area as % gross abovegrao° wail area 8.2% Max -area: 30.0% Skylight Area as%gross roof area Max Target 3.09 vertical fenestration Alternates: hoed on ENV -SUM Envelops Component CaveyCI { PIan/Dete l 8 1 U•facta Source & Table q 3 Proposed UA U rsctor x Area (A) = UA (U x Al, Target UA U-factor x Area (A). UA (U x A). 2. R. I ; R• I R. I 0.0 0, 0 O.0 0.027 I 0 1 0.0 Move Deck lnsuis00o U-0.027 4 40 3 R= i R. i i R. I I 0.o 0.0 0.0 0.0 0.031 h; 0 I 0.0 as U.0.031 R. I I R• I R• 0.0 0.0 0.0 0.027 I 0 I 0.0 10isthaglecaber U-0.027 i 3S R. I R. I Re I 0.0 0.0 0.0 0.021 I 0 1 0.0 Single raft attic, other U-0.021 i dE iR•1505 < 0 1€ n R= ! R. I R. 1 0.0 0.0 0.0 0.055 0 0.0 Steel/metal frame U-0.055 p °' 3 R. R• I Re n 0.0 0.0 0.0 0.052 I 0 0.0 M.WBu8lnp U.0052 11/A7.1 ITableA103.3.1(3) R. i { R.i 0.063 1186 62.9 0.0 0.0 0.054 Ilse 64.0 Wood Frame. olhe' U•0.054 Ft.# R= 1 R= i 0.0 0.0 0.0 0.104 ' , 0 I 0.0 Mass WallI U•0.104 R= i R. I R. 1 I 0.0 0.0 0.0 0.200 I 0 1 0.0 Map Transfer Deck U-0.20 6 ¢Q o R. 1 R. j I R• I 0.0 0.0 0.0 0.078 1 0 , o.o Grasp R Mass Wes U-0.078 1 R• 16a5 R. 154-5 R• 16*5 VA7.1 (7) ' • (3.6'Avg) • • (2' Avg) TableA104.1 TableA104.1 TitleA104.1 0.038 0.042 0.045 627 236 102 31.4 9.0 4.6 0.104 I 1165 ! 121.2 Assumes K. diktats Wes LS-0.104 R. ft• R. I 0.0 0.0 0.0 0.07a 0 1 0.0 Asermed to be Mess Wall U-0.078 Q ,� IR. R• Re I h I 0.0 0.0 0.0 0.031 ! 0 I 0.0 Mass Floor U-0.031 1. R• 1 R. Ft. i 0.0 0.0 0.0 0.029 1 0 1 0.0 JobUFran.ng U -0.029 Page 1 Subtotal Component Performance Compliance (UA) 827SF OPAQUE WALL BELOW GRADE kNIII'L'IN\„\\\NIN aza SOUTH ENVELOPE ELEVATION Scale: 1" = 10 ft •\-\x,\\•,\‘‘,1,‘-\ ;‘\‘‘\,\-\\-\,\\‘xx\ x\\xxx-‘\-‘\\-\\-‘•\-\,\N, xxx‘.‘xx-%, \\4,M.kik'still•\\\X‘NN,Nnliek.7141 \N\44,.7. \\ws PRESCRI RES. ENVELOPE ,k1' :*WW1KW177,700 WOO 4,' ENVELO " 1 r ,1107/ /;,,, / ,/ ,// / / NORTH ENVELOPE ELEVATION Scale: 1" = 10 ft ENV-UA 2015 WSEC Compliance Forme for Commercial Build kge wickkli R2. R3, & R4 over 3 stories and as R1 Project mile: ORA• Basement Mwmby&Storage Date 07/01/2016 Fenestration Area as % gross above -grade wan area 8.29 Max. Target. 30.09 For Bolldrg Department Use Skylight Area or % grab roof area Max. Target 3.0s Building Component Ina. R 1 PtanDetWI a I F-facipr Source & Table el Pro osed UA F4eca 1 x Perimeter • UA(U xA) Urge, UA F.lactor x Ponrneler = UA (U x A) I e IR•0 ygR=0 I- R=0 ; 2/A7.1 /Table A106.1 "' (T) (Table A104.1 R=0 I"(3.8•Avg) !Table A1041 t"(2' Avg) liable A104.1 0.730 0.460 0,530 0.500 I 72 1 76 96 30 52.8 34.7 19.1 29.0 0.540 i 223 ' 120.2 'F-0.54 SlebOmorade RR.. 1 I I R= { I I 0.0 0.0 0.0 0.550 I 0 1 0.0 Heated Slab -On -Graft F-0.55 SehodAe ID IU-factor Sourceo'O Wactcr xArea(A) •UA(U x A) U•tacbr 4Area (Ai = UA(Ux A) e p I I I I 0.0 0.0 0.0 0.0 0.37 I 0 1 0.0 Opaque Sabo Doors U-0.37 i 0.0 0.0 0.0 0.34 I 0 0.0 Opaque roilup&Wag U0.34 u. F 4£ 4 ( 1 0.0 0.0 0.0 0.0 0.30 j 0 0.0 Nonmetal Franc 30 U-0. m i; I I I 0.0 0.0 0.0 0.0 0.38 1 0 ' 0.0 Metal Fume. Fixed U-0.38 a' iD1 D1 (Door Maxachxer NFRC (00or Manufacturer NFRC D2 (Door Manufacturer NFRC I 0.60 21 0.50 I 21 0.17 64 I 10.5 10.5 10.9 o.o 0.40 : 106 42.4 Metal Frame. Ooereer U-0.40 h I 0.0 0.0 0.0 0.0 0.60 I0 0.0 Metal Entrance Doe U-0.60 i A A Z 00.00 0. o.o 0.0 0.50 1 0 i o.o A9 ypes U-0.50 TO COMPLY . The Proposed Trial UA shag nor exceed mo Target Total VA Component Performance Compliance (UA) Page 2 Subtotal Page 1 Subtotal Pro).ct Total 329 161 2351 109 2680 270 UA COMPLIES Note 1 • If mantra fenestration or axyfgnt area exceeds maximum eased per C402.4.1. Men Target Are Aayusarrenr of ee appacn0lo onvebpe el hems whew cebubred eufor ance#y by he cmph'ants fem. Refer to Target Ansa Adjustments worksheef for rims colculebon. Note 2. Opaque assembly tl4ectora shalt comp from gopardtr Aor cal.Iated pod approved method as specified In C402.1.51. Note 3 - Proposed CMU mass wall m non•Group R that meet Table C402.1.4 Footnote D requirements can enter the frge 11-value of 0 014 Note 4 • For semi -heated spaces uttering by wen irwuletion exception. enter Target Wae Uaeaors under Proposed Wail U-fectors so exterior watts era neutral to the calculation, Note 5 - Mass transfer slab edges must be covered wIth en assembly having an areal tifactorof 0.2. Note 6 - Dorola rag weal. doors, and vemcal fenestration separating spaces WAn deferent degrees of moos 0ondleow'ng (unconditioned, serm-haaed, hay condacned) shall be ncaMed only 00 0* ENV-1JA form lot the space wile the greatest degree of space conditioning. Note 7 • List Group R above grade mass wads hers. Lk ell o00, mass wads. Commercial eM Group R, n the Opaque Webs • Above Grade section. Wofe 8 - Slabongrade Picadors shell come from Appendix A or catuGro0per approved method as spooled in C402. 1.5.1. Note9 • Opaque door Weston snag come Own Appendix or calculated per approved method es spoofed In C402. 1.5.1. A door es defined as °Peg a 4less than 50% dlow door area nos glazing. Note 10 • Foneseebon assembly U-Fadora shell be the menulectureh NFRC product rating. which includes ins gazing ale frame, 0' *hall be the default veve per Section C303. f.3. \s„ ;,, a n.'�.�'!i>s\��.' N.N. \' :\star\•\� ki*,\,,N, \�A. PRESCRIPTIVE \s„, \ " ""\`\\"`\`\\\\\\\\\ \\Cx ,RES. ENVELOPE EXISTING OFFIC ENVELOP TO REMAIN AS V.1°M1 EAST ENVELOPE ELEVATION Scale: 1 " = 10 ft EXISTING OFF( ENVELOP TO REMAIN AS of4W," 236SF WEST ENVELOPE ELEVATION Scale: 1" = 10 ft Pro.ect Summary 2015 WSEC Compliance Forms for Commercial lb/kings indudn9 R2. R3. & R4 PROJ-SUM General Info This PROJSUM form shall beP ass compliancecover shoe lor tal Project Tee mablock. d plans teeProject Pro1e4trid./ ORA•Basement Assembly &Storage Date 7/1/16 Protect Strati Addsbs: 1253053d Ave S Fa, Suiting Department Use P,oj City, Court, Zp: Tukwila. King Canty. WA 96168 Project Owner or Rep: Kovach Architects Jurisdiction:Cly of Tukwila Description Select as Mat apply to the scope of project Select Addition * Existing or Alteration a Existing if the existing Wien heel be combined watt the &Odeon or asemteln b demonstrate compaenoe per Section C502.1 a C503.1. New Con$tnudi0n end Addtion, New Building &aidig Addition Addition •Ewstmg Existing Building Retrofit I4neretbn Alteration v Existing !Change In Space CorgilbNng I Fharge of Occupancy Historic Buedng Mechanical Systems Elect scal System Building Elements Scope - Select as that apply R_ Building Envelope SeMoe Hot Walt Systems Lghtug Systems Occupancy Type 14I Commercial Group R - R2, R3, & Re over 3 Mixed Use both Commerdel and Group R both Commerical end Group R2. one commercial areas of the stales and all R1 Mind be. Budding w praetor Mon throe stories above grade and It hes Biked Oeeapency • Budre'np Is tluae stales or loss above grade en a nes R3 or R4 occupancies. Select AA Canmereie1 to document cemphense for Wilding. The residential spews sake comply Cosh the WSEC Resident*! Provisims. Space Conditioning Categories Select all Mat apply to tip seep" dpoled Retngereeed Warehouse. Walk-in Cooler/Freezer. Re(n9erated Display Case' W4, Conditioned Semt-Maledl Low Energy Space Calegory1 E8gble Low Energy Spews Uncond0oned Law energy neaeng/000tng cepaoty Wireless se4w Greenhouse' Equipment Wilding equipment shelter Floor Area and Stories Fleas rade Suite ng Gross Conditioned Roo, Area Project Gross Conddo !FloorAzes 15979sf (Including proposed conditioned basement) 2732.0 General Compliance Path L3 Preacnphw I Totsl Building Performance wile ore pp0:a010 mandatory and Compliance farms to nlcude (TBP) shag induct. a summery el compliance den Ni applicable nlormaton. Compliance bow to -CRT. LTG-EXT, LTO-CRK and ell ee• • Pektecla coeply*g pasalptl sly shall 00m00SMate compliance presMpNa requirements of take Code. Rent b C401.2 hem 1 for more information. with a Preachhpve submmN: AIIapplicable ENV LTG, MECR end C406. Total fielding Performanee • Projects complying ale total building pe0wmence home Weft results aide energy mode per Section C.407 andahaa demonsaaro mandatory pmNsans in thle Code. Rater t0 Section C401.2 Item 2 for more &dude with a TP8 stom84t PROJ-.SUM. C406SUM & C406-DETAIL. ENV MECH looms (except MECR•ECONO). Envelope Summary 2015 WSEC Compliance Forms for Committal 1300m ncMdln9 R2, R3, & R4 over 3 stories ENV -SUM Revised Jun Project Info Comp/tence forms do not trio a paaword to use Insbucton./ale caku'etin0 can are Coma-pmmcfe0 Protect Title: DRA- Baesmnent Assembly & Storage Date 07/01/2016 ro 3 e who con respond For Building Department Use Company Name: Kovach Architects C0 'Pale' A021e011: 2115 Colby Ave, Everett WA. 98201 Applicant Name: Austin Kovach Appleton* Phone: 206.517.2899 Appftbt Emd. r'*Nnganvarherrhiewte rem Project Descrip ion New Building A004bn IklteratIon Occupancy Type Sstecaon Amend to ensbb formsI41 L Commercial Group R -All RI and R2, R3, R4 over 3 stories MixedUse Envelope Compliance Path Selection to forms. Prescriptive Component Pecamnce - - maned enable Component Performance Calculation Type standard 1Change of oalparcy/Condhoniag Iserni-neaad Selection required to enable ENV•UA and ENV•SRGC fors. Additional Efficiency Package Opbon - CA06.8 Enhanced Envelope To campy demonstrate &Meng takral e^0NOpe performance Is /5% Mr% Man the Target UA harmer testing per Section C402.6.1.2 0dnded n Ix040Ct ICopa Air barrier testing not required Air Barrier Testing Addboyl Efficiency Package Option • CA08 9 Reduced Air infiltration To campy, denombste Opt measured elr heaps etbtxdng envelope does not exceed 0 25 cM✓ IP (Oa border surface arse) UM* MUpaesue• of 0.3 nab w.g. Vertical Fenestration and Skylight Area Calculation Prescriptive Path - Enter vetoes for Tolmveram Gross Exterior Fenestration Above Grade %Vertical (oogh openkg) divided by Wall Area tines 100 equals Fenestration andverocaroofonthissOENV.S80j I4 as 106.0 + 1292.0 X 100 = 8.28 Component Performance • Enter Poses n ENV-UA endlor ENV-UA•GROUPl1 worksheet These values sub-9'bdm Oros Exterior Roof Total Sky4g6 divided by Area nines 100 equals % Sky'ghl ENend VUA on ENV. SUM 0 . 0 + X100= Fenestration Area Compliance Vertical Fenestration Area Skylight Area Vertical Fenestration AlternatesHigh performance fenestration U-facl0re end SHGC per C102.4.1.3 Deacated outdoor fir system per C402 4.1 4 and C403 6 7rwailocalWi7qualfyingdey2ght zone aress and h3 on pofectpiens. For ()aright Z0neArea Calculations - .) Sidelight areas include prmery a secondary daylight zone trees - _._..-_----__,--__-.___._._...._. nbuildings z3stories 25% or more of NET POa area Is In daylight zones per C402A.1.1 In bu1Ukgs < 3 stones, 5096 or more of CONDITIONED Poor area is wmhn daylight zones per C402.4.1.1 Dayl ght Zona CaleutatIona b) include ove0eppvg bplght and sdellghr deydgm zone areas under Daylight Zone Fenestration Mama% No Selected. No Cehoula .Qns Rew(red Sidelight Dayegnl ZOne AM Toptgm Daylight zone Area Percent Dllyagnl Zone Area Topght e) Refa, to Chapter 1 for net floor area 0 den/bon Slab On Grade Edge 2,656SF UNHEATED SLAB > 7' Depth Below Grade Wall and Slab Edge FLOOR ENVELOPE PLAN Scale: 1" = 10 ft --- REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 U 2018 City of Tukwila BUILDING DIVISION RECEIVED OF TUKWILA JUN 2 (? 2018 PERMIT CENTER 11IEHISIT)RIC S:441 NI(:110 S IIOUSE 2115 COLBY AVENUE EVERETT, WA 98201 AIA,NCARB Z.25. 745C)sg7 DATE: S/21/18 Issue Date / Issue Title ENERGY ('MJ AIIALYSIS [NM roi trt it TO COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (AIL RIGHTS RESERVED) DRA PROFESSIONAL CENTER M: 2592 SF GROSS 2295 SF NET F1: 3600 SF GROSS 2895 SF NET F2: 4329 SF GROSS 3639 SF NET F3: 5040 SF GROSS 4358 SF NET TOTAL: 15,480 SF GROSS 13,187 SF NET EDGE OF RIGHT OF WAY \ / --)// OFFICE AREA: 5,600SF GROSS @ 1ST & 2ND LEVEL APARTMENT AREA: 8 RESIDENTIAL UNITS CO 2ND & 3RD LEVEL PARKING: 5,600 @ 3/1000 = 16 STALLS 2 STALLS PER UNIT @ 8 UNITS = 16 STALLS 32 STALLS REQUIRED 39 STALLS PROVIDED (5 COMPACT @ 30% ALLOWED; ACCESSIBLE PARKING: 1/25 STALLS REQUIRED 2 ADA STALLS PROVIDED 1 VAN STALL 1 STANDARD ST/ &> SITE AREA : 30, 921 SF (.71 ACRES) / / / / / / / s / / w (® . _\ 41i,, , Fib ♦ • ADA ACgESS RI F BOLJTE QE TRAVEL TO FRONT ENTRY DOOR (2% SLOPE ©36' MN. wlo'rRO' ROCKERY RETAINING WALL CONTINUOUS SOLID 6 FT. HIGH CEDAR FENCE 10' , s.^v e �. !'1' '.h � v... �v�Y�YiiLSZ K2.•.�JN' d S 13 5TH ST (Not ,Open) 0 FURTHEST EXTENT OF BUILDING STRUCTURE FURTHEST EXTENT eOF ROOF OVERHANG ?`..,._... L 5'-O' 25 35 45 55 65 75 FT SEIBACK C,441a.LE:.S/.2"=1'-0" 0 REVIEWED r-OR CODE COMPLIANCE APPROVED AUG 2 2318 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JiUN 2 6 2018 PERMIT CENTER 0 41:2) OR'74,1 'HIE HISTORIC SA.\I NICHOLS HOUSE 2115 COLBY AVENUE EVERETT', WA 98201 AIA.NCARE /WN.kOVP.Charcr tOCtS.00rn Voice 425.259 0009 Fax 425:745 C897 DATE: 6/21/18 Issue Hate / Issue Title nn3'n V21/18 GAMS SCHEMATIC LAYOUT PRE,APPLICATION PERMIT SUBMITTAL. • nil CdiR.ItTR: TSB Sheet Desrripl.ion . COPYRIGHT © 2018 KOVACH ARCH!! ECTS, !nc. P S. (AU RIGHTS RESERVED) (E) Sprinkler Room (E) Electrical Room OFFICE STORAGE CONTROLLER 18' O" OFFICE STORAGE 3 A7.1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 C 2918 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 26 20i8 PERMIT CENTER �F2 L2 3/p0/G Rloor / Ltrat E3.46%SOrval ENT PL..gN SCALE: 1/8""_T-0" NWACII ARCHITECTS fHli HIS' FORI(: SAM NICHOLS HOUSE 2115 COLBY AVENUE EVERE'IT, WA 98201 ALA, NCARB t '? • l DATA 6/21i18 Me late / Issue Title M3117 No:l SCHEMATIC LAYOUT V21118 2 PRE -,APPLICATION 6J1548 3 PERMIT SUBMITTAL 8!ISF)IB1T PL�� A2.00 inkCITIUrrosi Sheet Description COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc P.S (ALL RIGHTS RESERVED) ►/.,1/7 Li:m'..;r'% iw/i/i/i/i/i/i/i/iFi/ii/i/%/i/I/i/i/%ice /iili/iii/iii/i/A/IY�.`iii%/i//////i/%/�I/ %�//�• ice////�l/////�/////%%//I. M..•ri% �/// / /iiiiiiiiii / Ze'iuirir�iirii/ f r/iiiiii%viiiiiiiriiiriii iiiiAi411fro roy V , 4Z K. 17, , % /j+ // / 11# Al �%././/jjjj�jjj/A 4 �jl/7/ / / �//.i/. ' II/,�� / /old Aar//////i/////////////////� /� i !V/ I!/jl� v, i•ll�4; A: 1' A.:(g iiiiiii ��j/ .4 .4A,/ 14: I%tte low ter 0, %%' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 ". 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 26 2018 PERMIT CENTER f L.2 bie. a's LE•/EL 1 PL.,p.N I'f IE HISTORIC SARI NICHOLS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 NNNU.kgaachatth ec1sCORI Voo 425.259.0509 Fax 425.745.0897 ANDREW S.KO ACH STATE OF WASHINGTON J SGAI_E: 1/8""_1 COPYRIGHT © 2018 KOVACH ARCHITECTS. Inc P.S (ALL RIGI !TS RESERVED) T i/ Irt/74 4 i ' / wzA 4 /` 1' %//////l////////////// ////I///I/////I/I///I/NI / � � 1 • AT :rAr Ari-77--A-ird, •r iiii40 JA /...y iriiiiie j 4. II 'if 0 I, 00 00 f00 0/ 1 0o / 00� Il `jif /ii /�ii- 77,, ,12/74//: lip/i/7/_///77 //////.1//i 1 12V r -r ryl EMAI N % iiiri/i/i/r/` rii Or 0 O///%%% ! _ICI r i/ I%1 iiiiii/Jri ii 4;imariiiiiii (07.4./..,- iiiiiiiii/i/oramer !Ir goo /i��,,.. 'j .- 1 / dieZ/ / // /%%i / // / % p",/ /'� .fir/r/r/r//'/,fir/4/2:zr/r'' /r/////r/�//r/r/ram / / / / / / / / /� / L A7.1 Unit G 570 sf J rRLE-VIE'PIED FOR CODE COMPLIANCE APPROVED AUG232018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN262018 PERMIT CENTER Floor 2 LE LE\/EL 2 PL,.-aaN 1,1 SCALE: 1/8""a9'-O" I'HE HISTORIC: SA 1 NICHOLS HOUSE 2115 COLBY AVENUE EVERETI`, WA 98201 www.kovacharchite tscom oce 425.259.01j9 Fax 425.745.069 %eel Ilisilriplion COPYRIGHT © 2018 KOVACH ARCHfTECTS, Inc. P.S. (ALL RIGHTS RESERVED) r O 9 Unit A 674 sf 61A7.1 /I / R+S • 5 Unit B 629 sf A7.1 6-A7.1 18 4 A7.1 I�b r 3ft 1Gft CHASE 8-1 W/H 4-A7.1 A ‘s R; 4 Common Laundry 4 Common Lounce Area 708 sf Passive Recreation Unit C 631 sf 5 A7.1 D8-I N a 0 5 (W/H? '8 A7,1 ",A W/H A fr /D8-I 7 W/D R + S 5 Shelves ro Unit D 741 sf C1 5-A7.1 r N + OL 4 W/H Unit E 816 sf I 1_ViETTZ- FGR CODE COMPLIANCE APPROVED AUG 232018 1 44 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN262018 PERMIT CENTER p/8•-0- LEVEL 3 PL..gN IRUi ARCHITECTS rr THE HISTORIC SAM NICHOLS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 AIA,N(:ARB NANW kOvacherchitectscom 425.259.0609 Fax 425.745 C897 EJ.I . ,J1.1 1 I ,r.:; 5270 REGISTERED A C. ITEC ANDREW S. KO ACH STATE OF WASHINGTON DATD: 6/21/18 Issue Date / Issue Title 1VL3.17 Nei SCHEMATIC LAYOUT V2VI8 2 PRE -APPLICATION 6✓1518 3 PERMIT SUBMITTAL THIRD LEVEL PIA A2.03 LIMILMantle T J SCALE: V4"bT-O• SCALE: 1/4- "'_�'-O" Sheet Description COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (AI I RIGHTS RESERVED) 2 A7.'. LEvw_i Max. 1.75 GPM Intermitent 11 UNIT A - ) Scale: 1/4" = 1'-0' 674 SF 5'-11" J Max. 1.75 GPM — 1 2' '1 ■ CC) 80 Ccntinuous 5 A7.1 5" Max. 1.0 GPM l 2 UNIT B Scale: 1/4" =1'-0" 629 SF A7.1 100 Intermitent DM/ 5 A7.1 Max. 1.75 GPM 13'-2" 4'-8" Max. 1.0 GPM 5 A7.1 2'-9" c Cordini la Is -u N of 7'-4" 5'-0" co A7.1 ✓ Intermitent. 400Kmv; 1 rA7..1— 2 A7.1 I 1 L Max. 1.75 GPM 13'-1" D&I UNIT Scale: 1/4' = 631 SF oc Max. 1.75 GPM - . A7.1 11' 5'-8" r-- Max. 1.0 GPM REVEI:VEt) FOR CODE COMPLIANCE APPROVED AUG 2 2r18 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA ✓1N 2 2018 PERMIT CENTER ARCHITECTS THE HISTORIC SAM NICHOLS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 . ,ww.kovacharchilectscom 25.259.0609 Fax 425.745.0397 Sheet Description COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) 11 UNIT D Scale: 1/4" =1-0" 741 SF Max. 1.75 GPM 2 Max. 1.0 GPM Max. 1.0 GPM 1'-1" 2'-4" 2'-4" 5-A7,1 4 A7.1 1 D 9-J et Continuous a tfl t D9 0 D 1O-K Max. 1.75 GPM i1-0„ `r Interrntent Amief • 5 UNIT E Scale: 1/4" = 1'-0" 741 SF Max. 1.75 GPM 41 11A7.1 S)(C 3'-01 /2" o 11 Max. 1.75 GPM - 6 A7.1 • cw 2 Intermitent conacitiA2. Max. 1.75 GPM 6'-1" C8-i W/H Continuous 80 1 A71 Max. 1.0 GPM UNIT F Sole: 1/4" = 1,-0" 558 SF 18 5 A7.1 D 1O-K R+5 5'-11" REVIEVELD FOR CODE COMPLIANCE APPROVED AUG 282018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA Jilt' 2 t 21)1N PERMIT CENTER -b/sEe-c/s THE HIS I'ORIC SAM NICHOIS HOUSE 2115 COLBY AVENUE EVERETT, WA 98201 Sher! Description . COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (AI I RIGHTS RESERVED) Max. 1.75 GPM Interrniten1 .rr y —1,o- <fi 5 A7.1 5'-5' 4'-6" 54 D 10-K R+5 ct Max. 1.75 GPM 5 A7.1 • 1 A7.1 1) Max. 1.0 GPM --- 5'-0" 8'-1" UNIT G Scale: 1/4" = 1'70. 570 SF 1 2'-10" l 1 2 D11-K R+ 5 4'-01/8" 2'-10" A7.1 Max. 1.0 GPM 4'-8" 2'-4' 6'-6" 4'-6" h Continuous 80 R+9 r D 1O-K 5 •A7.1 cPTS Max. 1.75 GPM Q co UNIT G Scale: 1/4' = 804 SF :mac SCO intermitenl 1 0' Max. 1.75 GPM Ous 80 5 /1 1-A7.1 3'-2 1/2" R—E-VIEVVE-6 FOR CODE COMPLIANCE APPROVED AUG 28 2018 City of Tukwila I DUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 26 2018 PERMIT CENTER KAMM ARCHITECT'S THE HISTORIC SAM NICHOLS HOUSE 2115 COLBY AVENUE EVERETF, WA 98201 AIA. NCARB wvw. kovacharchrects com Voice 425.259.0609 Fax 425.745.0897 • ........... • • • .............. 5270 REGISTERED A C ITEC ANDREW S. KO ACH STATE OF WASHINGTON DATE: 6/21/18 Issue Date / Issue Title 11/1317 No:1 SCHEMATIC LAYOUT V21A8 2 PR -APPIJCATION 6115118 3 Fewer 5uaMITrAI. ut1TPLLLs A2.06 6} iXU. ft11l I11UR11gl Sheet Description COPYRIGHT © 208 KOVACH ARCI-IITECTS Inc P. S (ALL RGHTS RESERVED) HARDWARE SCHEDULE DOOR SCHEDULE z Mark Descrpton Mark Description HwA HwG 2 pr non ferrous hinges 1.5 or hinges 1 electronic entry lock 1 Entry Lockset 1 set weather strppinq 1 coser 1 set s'ercors 1 set smoke gasket 1 stop 1 tcck plate 1 set s'erncers Hw B 1 stop 1 Rol rq gate hdwr 1 Manual chain drive opener 1 Auto Costo mechanism Hw H 1 set weather stripping 1.5 or hinges 1 padlock 1 Privacy Lockset 1 stop HwC HwI 1.5 pr hinges 1.5 pr hinges 1 Passage Latchset 1 Passage Lockset 1 closer 1 stop 1 kick plate 1 stop Hw J 1 or h:naes Hw 0 1 bi-fold etch, 1.5 pr h egos 1 static hard es 1 hasp & padlock 1 bi-fold siding track HwE HwK 3 ar hinges 2 or hinges 2 set electro mug release 1 b'-fold latch 2 closer 2 static handles 1 Passage Latchset 1 o-fold sliding track 1 smoke gasket Hw F 1.5 pr hinges 1 Storage roorn Lockset 1 closer 1 smoke gasket 1 stop 1 kick pate DOOR ELEVATIONS Door Max. Frame Hdwr Mark Width Height Thickness Mat 'I Finish Type Glazing Label U-Value Mat'I Finish Set Remarks D1 3'0" 7'0" 1/4" P.G. Alum. Anodized T1 temp/sg none 0.5 Alum. Anodized A Exterior Entry Door D2 8'0" 8'0" 2" Alum. Anodized T2 temp/s. none 0.17 Alum. Anodized B Overhead Door D3 3'0" 7'0" 1 3/4" HM Paint T3 temp/so none N/A Steel Paint C Laundrev D4 5'0" 7'0" 1 3/4" HM Paint T5 N/A 20 N/A Steel Paint E Activity Room D5 3'0" 7'0" 1 3/4" HM Paint T6 N/A 20 N/A Steel Paint F Storage Access D6 3'0" 6'8" 1 3/4" HM Paint T7 N/A 20 N/A Steel Paint G Unit Entry Door D7 2'10" 6'8" 1 3/8" SC Wd Paint T8 N/A none N/A Wd Paint H,I Unit Swing Doors D8 2'4" 6'8" 1 3/8" SC Wd Paint T8 N/A none N/A Wd Paint H,I Unit Swing Doors D9 3'0" 6'8" 1 3/8" Wd Paint T9 N/A none N/A Wd Paint J Bi-fold D10 4'0" 6'8" 1 3/8" Wd Paint T10 N/A none N/A Wd Paint K Bi-fold D11 6'0" 6'8" 1 3/8" Wd Paint T11 N/A none N/A Wd Paint K Bi-fold 0 3'-0" } DOOR TYPE 1 - F3 FRAME 8'-0" f o MAX. & MIN. HEIGHTS FOR OPERABLE HARDWARE PARTS PER 404.2.6 ANSI A117.1-2009 GLAZING SCHEDULE DOOR TYPE 2 - F1 FRAME 3'-0' DOOR TYPE 3 - F3 FRAME II 5'-2 1 /2' RO 5'-2" ♦ ( 10 • / 1 /2 rsv 4. O9 `9gtill C) ,n ♦ ♦ 5'-4` 5'-4' 5'-4" ♦ ♦ 3'-0" 0 r ♦ c ♦ 2'-10' ♦ ♦ 2'-4" DOOR TYPE 4- F4 FRAME DOOR TYPE 5- F3 FRAME DOOR TYPE 6- F3 FRAME DOOR TYPE 7- F4 FRAME DOOR TYPE 8- F4 FRAME DOOR TYPE 9 ♦ L Io-11 u/4 nv n ♦ N :n ♦ W? 2 Co ♦ ♦ 20'-4 3/4" RO 2'-8 3/4" 5'-7" 4. 5-7" 5'-7" 8'-4' F1 ALUMINUM JAMB -PAINTED JAMB ANCHORS MIN 4 PER JAMB TREATED WOOD FRAME F4 SOUD WOOD JAMB -PAINTED MDF TRIM -PAINTED HOLLOW MTL. DOOR 0 VARIES F2 JAMB ANCHORS MIN 3 PER JAMB GALVANNEAL STEEL FRAME AND TRIM ALL WELDED CONSTR . Ti DOOR C zip DOOR TYPE 10 ♦ L3 -3 rev 1p n N 'n ♦ 5'-7" ' 5'-7" l'i' 5'-7' 5'-7" ♦ ♦ L 30 -V r-Sv 4. ♦ ♦ n N L9 Ln WA 5 7` 5'- 7" /.0 5 7' 5.-7" 5'-7. 5.-7" �/ ♦ cc ro ♦ EXISTING WINDOWS @ NEW DWELLING UNITS TO MODIFIED INTO COMPLIANCE WITH 2015 RESIDENTIAL WASHINGTON STATE ENERGY CODE DOOR TYPE 11 17.-4 1 /2" RO VARIES F3 JAMB ANCHORS MIN 3 PER JAMB GALVANNEAL STEEL FRAME AND TRIM ALL WELDED CONSI H R V�EVr.,D FAR CODE CCMrLIANCE APPROVED AUG 2 P 2018 City of Tukwila BUILDING DIVISION RAPLACED/ MODIFIED/ OR ADDITION OF GLAZING LAYERS SHALL PROVIDE A PRESCRIPTIVE U-VALUE RATING OF 0.30 OR BE I I ER. COORDINATION BETWEEN ARCHITECT, CONTRACTOR , AND WINDOW MANUFACTURER SHALL PROVIDE DOCUMENTATION FOR AND APPROVAL FROM JURISDICTION HAVING AUTHORITY, RECEIVED CITY OF TUKWILA JUN `? U 2018 PERMIT CENTER 0/1- 0 /95- THl HISTORIC SAM N101OLS HOUSE 2115 COLBY AVENUE EVERE1T, WA 98201 MA, NCARB vvw v. kc racharchrtects corn Voce 425 759 0609 =vc 425.745 0897 • DATE: 6/2In8 Issue Date I Issue Title 11/13,I7 Nat 5C.HEMATIC LAYOUT 1/21/18 2 PRE -APPLICATION 6/ 548 3 PERMIT 5UBMrr rAL llUJI LE A5.1 Sheet Description COPYRIGHT © 2018 KOVACH ARCHITECTS, Inc. P.S. (ALL RIGHTS RESERVED) WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3514 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/11" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 11/4" Type W drywall screws 12" O.C. Joints staggered 16" on opposite sides. (LOAD -BEARING) 1 HOUR FIRE Thickness: Approx. Weight: Fire Test: Sound Test: 35 to 39 STC SOUND 43/4" 7 psf SWRI 01-4511-619[1], 3-94 See WP 3520 (G&H NG-246FT, 7-2-65) FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5241 GENERIC WOOD I -JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS Base layer 1/2" type X gypsum wallboard applied at right angles to resilient channels 16" o.c. with 11/4" Type S drywall screws 12" o.c. Resilient channels applied at right angles to minimum 91/2" deep wood I -joists, with minimum 11/4" deep x 11/2" wide flanges and minimum 3/8" webs, 24" o.c. with 11/4" Type W drywall screws. Face layer 1/2" type X gypsum wallboard applied at right angles to channels with 15/a" Type S drywall screws 12" o.c. Face layer end joints located midway between channels and attached to base layer with 11/2" Type G screws 12" o.c. Edge joints offset 24" from base layer edge joints. Wood I -joists supporting 5/a" oriented strand board applied at right angles to I -joists with 8d common nails 12" o.c. 1 HOUR FIRE 45 to 49 STC SOUND Approx. Ceiling Weight: Fire Test: Sound Test: IIC & Test: 5 psf NRCC A-4440. 6-24-97 NRCC B-3150 40(68C&P) NRCC B-3150. NRCC B-3150. 1 (Revised), .1, 6-30-00 1, 6-30-00; 2, 6-30-00 PLAN PROVIDE CONT. SOUND CAULKING — CEILING AND FLOOR BOTH SIDES FILL CAVITY W/ GLASS RBER BATT SOUND INSULATION EXTEND ASSEMBLY FROM FLOOR TO STRUCTURE ABOVE 1' AIR GAP — 5/8' GWB EA. SIDE ATTACHED WITH 1' LONG NO. 6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8' ON CENTER AROUND THE PEPoMt1 tH AND 12" ON CENTER ON THE INTERMEDIATE STUD. — DBL. ROW OF 2x4 16" O.C. STAGGER STUD PLACEMENT 5 1/2 Hr Demising Wall -IBC 722.6 PLAN — EXTEND ASSEMBLY FROM RATED FLOOR TO STRUCT. ABOVE (1) LAYER 5/8' GWB TYPE X' STAGGER JONTS EA. SIDE 2 X 6 P.T. STUDS NOTE- PLYWD. SHEAR PANELS MAY BE ADDED AS LONG AS THE SPECIRED FASTENER LENGTH IS INCREASED BY THE THICKNESS OF THE PLYWOOD SUBSTITUTE MOISTURE RESISTANT GWB FOR FACE LAYER AT WET LOCATIONS 1 Hr Separation Wall- WP 3514 SECTION ENGINEERED WOOD FLOORING & SOUND MAT OVER SUB FLOOR (E) FLOOR SHEATHING AND JOIST ASSEMBLY W/ 1 /2' GYPCRETE 11LE OR OTHER HARD SURFACE ENKASONIC MAT • I 9999 SOUND INSULATION 5/8' GWB W/ 1" TYPE S DRYWALL SCREWS 8" O.C. 7 1/2 Hr FIr/Ceiling 8 SECTION 1 -IBC 722.6 ENGINEERED WOOD FLOORING & SOUND MAT OVER SUB FLOOR (E FLOOR SHEATHING AND JOIST ASSEMBLY W/ 1/2" GYPCRETE 11LE OR OTHER HARD SURFACE ENKASONIC MAT i ) 1; • ...SRUINh`•. RESILIENT CHANNEL SOUND INSULATION TWO LAYERS 5/8" TYPE X GWB 1 Hr FIr/Ceiling -FC 5241 -�i :.V s • OZ. 1 — EXTEND ASSEMBLY FROM RATED FLOOR TO STRUCT. ABOVE. ARE STOP OPENINGS WITH SARNG INSULATION SECTION 1 LAYER OF 5/8' GWB MOISTURE RESISTANT @ WET LOCATIONS) ® EA. SIDE OF WALL W/2x4(1a)or W/ 2x6 (1 b) WOOD STUDS 4216' O.C. PLAN \on -Rated Interior Wall PLAN Da. INT. (E) EXTERIOR WALL ASSEMBLY W/ R-19 BATT NSULAIION 5/8' G.W.B. (MOISTURE RESISTANT © WET LOCATIONS) OVER 1/2' CONTINUOUS R-2.5 RIGID INSULATION OV:51 E EXTERIOR WALLS INCREASE FASTENING SCREW LENGTH FOR MIN. 3/4' EMBEDMENT INTO EXISTING STUDS. ALTERNATIVE OPTION: REMOVE (E G.W.B. & REPLACE (E) BATTS W/ R 21 3ATTS & COVER WTH 5/8' G.W.B. 2 3 Non -Rated Furred Ex-erior Wall SECTION PLAN (E) EXTERIOR CONCREFE WALL " R-5 CONTINUOUS INSULATION R-15 BATT INSULATION P.T. WD SILL PLATE TYP. 2x4 FURRED WD STUDS 16" O.C. 5/8" G.W.B. W/ PRIMED AND PAINTED FINISH Non -Rated Furred Concrete Wall PLAN 1/2 Hr Corridor Wall -IBC 722.6 (E) CORRIDOR WALL VERIFY (E) 5/8" G.W.B. EA. MAX. STUD SPACING OD 1 TO MEET 1/2 HR FIRE RATING PER IBC TABLE 722.6.2(1) EW WALLS: 5/8" GWB PRIMED AND PANTED OVER 2x STUDS 16" O.C. W/ RECEIVED CAVITY FILLED SOUND INSULAIIOICITY OF TUKWILA c) E CC.4.7LIANCE APPROVED ^,UG City of Tukwila ,' aJILDING DIVISION I ;1.1N tit; 2918 PERMIT CENTER ARCHITECTS THE I IISR)RIC SAM NICHOI S HOUSE 2115 COLBY AVENUE EVERET , WA 98201 AKA, NCARB WNW .k(,wdcharchd(c1s.0 rn Vice 425.259.08:)9 Fax 425.745.0897 5270 REGISTERED A C. TEC ANDREW S. KO ACH STATE OF WASHINGTON DATE: 6/21/18 Issue Date / Issue Title 1 1V1317 1 SCHEMATIC LAYOUT V2VI8 2 PRE. PRJCATION 6J1518 3 PERMIT SUBMITTAL ISSERLY 161'.fILS AT.1 Gfi1U fI11RUITt T4 Sheet Description