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Permit D18-0207 - STONEWAY ROOFING - OFFICE EXPANSION, ADA RESTROOMS AND PARKING
STONEWAY ROOFING 581 STRANDER BLVD EXPIRED 12/30/19 D18-0207 Parcel No: Address: Project Name: 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 0223300010 581 STRANDER BLVD STONEWAY ROOFING DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D18-0207 10/3/2018 4/1/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: STONEWAY ROOFING Address: 19020 HWY 99 , LYNNWOOD, WA, 98136 WESTERN B NORTHWEST WA LLC PO BOX 460169 C/0 RYAN, HOUSTON, WA, 77056 JOHNNY SHI 581 STRANDER BLVD , TUKWILA, WA, 98188 ABSOLUTE CUSTOM BUILDERS 16813 20TH AVE W , LYNNWOOD, WA, 98037 ABSOLCB893CQ Phone: (206) 396-0047 Phone: (425) 931-1995 Expiration Date: 3/2/2019 DESCRIPTION OF WORK: REMODEL & EXPAND EXISTING OFFICE. PROVIDE (2) ADA COMPLIANT RESTROOMS AND (2) ADA COMPLIANT PARKING STALLS AND RAMP. Project Valuation: $250,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $5,002.67 Occupancy per IBC: B 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: Ch annelization/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 Va/Permit Center Authorized Signature:V� 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 regulatinnstruction or the performance of work. I am authorized to sign and obtain this developme t pe and age to the conditions attached to this permit. Signature: Print Name: Date: 147(37 y This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for 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) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 14: 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). 17: 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 19: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. J 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 22: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: ***BUILDING PERMIT CONDITIONS*** 26: 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. 27: 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. 28: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 29: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 30: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 31: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: 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. 34: 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). 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 36: 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. 37: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL o o 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKw LA Community Devel( nt Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perilo. Project No. `� Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 581 Strander Blvd. Tenant Name: Stoneway Roofing King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: E Yes D ..No PROPERTY OWNER Name: Randall J. Munson Name: Stoneway Roofing City: Shoreline State: WA Zip: 98155 Address: 19020 HIWAY 99 Email: randy.munson@comcast.net City: Lynnwood State: WA Zip: 98136 CONTACT PERSON — person receiving all project communication Name: Randall J. Munson Address: 17713 15th Avenue NE - Suite 102 City: Shoreline State: WA Zip: 98155 Phone: (206) 349-4551 Fax: Email: randy.munson@comcast.net GENERAL CONTRACTOR INFORMATION Company Name: Absolute Custom Builders Address: 16813 20th Avenue West City: Lynnwood State: WA Zip: 98037 Phone: (425) 931-1995 Fax: Contr Reg No.: ABSOLCB8893CQ Exp Date: 03/26/2019 Tukwila Business License No.: H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh 022330-0010 ARCHITECT OF RECORD Name: j I /V X57 @.) J\/ Company Name: John G. Nason, Architect Company Name: Architect Name: John G. Nason, Architect Address: P.O. Box 7385 City: Covington State: WA Zip: 98042 Phone: (206) 478-6191 Fax: Email: nason.associates@gmail.com State: ENGINEER OF RECORD Name: j I /V X57 @.) J\/ Address: `Hiloye't VI 62 r Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: j I /V X57 @.) J\/ Address: `Hiloye't VI 62 r City: 6 J'1 1) State] / Zip: 1 j j Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid prt e : $ J ' _ � Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Remodel & expand existing office. Provide (2) ADA compliant restrooms and (2) ADA compliant parking stalls and ramp. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 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 0 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 37,121 240 2,571 1,414 VN B 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 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 0 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 et Scope of Work (please provide detailed information):\ Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0...Valley View 0...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line Domestic Water 55 ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size 95WO # ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Number of Public Fire Hydrant(s) Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 201 l bh Page 3 of 4 PERMIT APPLICATION NOTES —^ Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Randall J. nson Day Telephone: (206) 349-4551 Date: 07/12/2018 Mailing Address: 17713 15th Avenue NE - Suite 102 H:'Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh Shoreline WA 98155 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $69.87 D18-0207 Address: 581 STRANDER BLVD Apn: 0223300010 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R16268 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Thursday, December 27, 2018 Paid By: JOHNNY SHI Pay Method: CREDIT CARD 03701D Printed: Thursday, December 27, 2018 2:12 PM 1 of 1 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 12/27/2018 02:08:39 PM CREDIT CARD SALE VISA CARD NUMBER: **********9383 K TRAN AMOUNT: $69.87 APPROVAL CD: 03701D RECORD #: 000 CLERK ID: jazzel 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 Page 1 of 2 https ://classic. convergepay. comNirtualMerchant/transaction. do?dispatchMethod=printTr... 12/27/2018 O CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 12/27/2018 02:08:39 PM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: APPROVAL CD: RECORD #: CLERK ID: **********9383 $69.87 03701D 000 jazzel Thank you! Customer Copy K Page 2 of 2 https://classic.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTr... 12/27/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $69.87 D18-0207 Address: 581 STRANDER BLVD Apn: 0223300010 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R15899 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Tuesday, November 27, 2018 Paid By: JOHNNY SHI Pay Method: CREDIT CARD 06464D Printed: Tuesday, November 27, 2018 8:21 AM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/27/2018 08:21:07 AM CREDIT CARD SALE VISA CARD NUMBER: **********9383 K TRAN AMOUNT: $69.87 APPROVAL CD: 06464D RECORD #: 000 CLERK ID: Bill 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 Page 1 of 2 https ://classic. convergepay. com/V irtualMerchant/transaction. do?dispatchMethod=printTr... 11 /27/2018 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/03/2018 10:46:48 AM CREDIT CARD SALE VISA CARD NUMBER: **********9383 K TRAN AMOUNT: $3,099.73 APPROVAL CD: 02736D RECORD #: 000 CLERK ID: Rachelle 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 Page 1 of 2 https: //classic.convergepay. com/V irtualMerchant/transaction. do?dispatchMethod=printTr... 10/03/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/03/2018 10:46:48 AM CREDIT CARD SALE VISA CARD NUMBER: **********9383 K TRAN AMOUNT: $3,099.73 APPROVAL CD: 02736D RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://classic.convergepay.corn/V irtualMerchant/transaction.do?dispatchMethod=printTr... 10/03/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $69.87 D18-0207 Address: 581 STRANDER BLVD Apn: 0223300010 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R15759 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Friday, November 02, 2018 Paid By: JOHNNY SHI Pay Method: CREDIT CARD 07880D Printed: Friday, November 02, 2018 3:27 PM 1 of 1 ClSYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/02/2018 03:27:01 PM CREDIT CARD SALE VISA CARD NUMBER: **********9383 K TRAN AMOUNT: $69.87 APPROVAL CD: 07880D RECORD #: 000 CLERK ID: Bill 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 Page 1 of 2 http s : //classic . convergepay . c om/V irtualMerchant/transaction. do?di spatchMetho d=printTra... 11/2/2018 Cash Register Receipt City of Tukwila Receipt Number R15535 DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY PAID $3,099.73 D18-0207 Address: 581 STRANDER BLVD Apn::0223300010 $3,099.73 Credit Card Fee $90.28 Credit Card Fee R000.369.908.00.00 0.00 $90.28 DEVELOPMENT $2,867.33 PERMIT FEE R000.322.100.00.00 0.00 $2,842.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $142.12 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15535 R000.322.900.04.00 0.00 $142.12 $3,099.73 Date Paid: Wednesday, October 03, 2018 Paid By: JOHNNY SHI Pay Method: CREDIT CARD 02736D Printed: Wednesday, October 03, 2018 10:47 AM 1 of 1 CRWSYSTEM5 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT 1 QUANTITY , ; PAID $1,902.94 D18-0207 Address: 581 STRANDER BLVD Apn: 0223300010 $1,902.94 Credit Card Fee $55.43 Credit Card Fee R000.369.908.00.00 0.00 $55.43 DEVELOPMENT $1,847.51 PLAN CHECK FEE . ........... TOTAL FEES PAID BY RECEIPT: R14918 R000.345.830.00.00 0.00 $1,847.51 . $1,902.94 Date Paid: Thursday, July 12, 2018 Paid By: JOHNNY SHI Pay Method: CREDIT CARD 08319D Printed: Thursday, July 12, 2018 8:04 AM 1 of 1 SYSTEMS C*) CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/12/2018 08:03:38 AM CREDIT CARD SALE VISA CARD NUMBER: **********9383 K TRAN AMOUNT: $1,902.94 APPROVAL CD: 08319D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 7/12/2018 INSPECTION RECORD Retain a copy with permit .1- 02b 7 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:...?\ SILO Type of Inspection: Address: 981 s I>�, Date Called: Special Instructions: Date Wanted: -7 - 3-2.27/, a.m. p.m. Requester: sow Y7,-- 9J-/5 Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: A/o P%Rc4l1T oP144.15 414411._iL B ,2JC iNsP CTic9,�/ fa ' fsc i* Quc. Inspector: Date: 1-3 /? 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 0 O1 Project: wAvi Approved Type of lnspec on: I- ti'fff Z1401 --Vin Address:_4--kada / l .- Date Called: Special Instructions: *AOU ri) Date Wanted: —1"2-1,1 p.m. Requester: Phone No4 931 44p--- 5- Approved per applicable codes. Corrections required prior to approval. COMMENTS: C L E! coN,0-61me-7.a.L._ Inspector: Date: -270 REINSPECTION FEE REQUI D. 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 b Ips d20' 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: ltd Type of Inspection: � /i4,Z -C..- ���. Address: l s-rp., f :, 124,Special Date Called: Instructio s: Date Wanted: 19.-21611 P.m. Requester: Som Phone No: 2-S3 343 '(963 Approved per applicable codes. Corrections required prior to approval. COMMENTS: —Aretc~r'ivtr eAc-el Ape-poo4 ! c'r `.✓*dMV / Za/ /Yl�bS.�.� E�� �D,us �5 c�lzie/ .� �,oT lar/A-7"- Inspector: e��1�9 fit% z j juor lar /s -T e c� Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 be o Project: f"4-v.IA/ R2F4✓ip+uN Type of Inspection: c-'� ‘-e-I4as✓4 Addre : 50 �T f 6cn, gidp Date Called: Special Instructions: Date Wanted: ..ri. / "Z7i /1 p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. CDMMENTS: .1.6a4Pc74115o Inspector: ( / Date: j Jv� REINSPECTIOM FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 5 E trc/A'�% �. hi4 Type of inspection: 4/ Lt- /�.SJc4 '7? J Address: j! ,5-61 S-7.724,61)64 AL4in Date Called: Special Instructions: if Date Wanted: /2-18 %:' a.m„ p.m. Requester: / N Phone No: 4Ms 131 /99S DApproved per applicable codes. Correc COMMENTS: i 4 A�5a,77 quire • prior to ."• ,•val. 2;K . Lc(-; /-c,"7(iki At/7s /ons Inspector: Date/Z REINSPECTION FEE REQUIRED. Prior to next inspeee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 11 Retain a copy permit ermit INSPE �� NO. PERMIT NO. 02o7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Tq,di J APs a--7,46 Type of Inspection: P84 swill 'k— CX. ---ro / :k: _S1ic<1_,-) recon► Address: / S$/ 5 7-0,3,..4),,„_ 6,t,b Date Called: % Sc--SC....re-c,)-5. Freill S tiji, Special Instructions: 11 Sl jtyli.- Date Wanted: a.m. Requester: Phone No: ,,'!ii 0 ElApproved per applicable codes. j'CorrLt. r to approval. COMMENTS: fmn/moi__.(.1.: )4124/ e 4jG V 'k— CX. ---ro / :k: _S1ic<1_,-) recon► ciV I.s lei - 0,, % Sc--SC....re-c,)-5. Freill S tiji, C hey -t,'-1--- �u/ ezz).4 ?Qsfre� f 11 Sl jtyli.- 2) kizaiiii-- ' e -til 14:1 -.WK dexii Ile -Jibe., g__-si-ye; LA4q-a„c, 31 adi 62r- '/ //1� ir(o 1 ,,'!ii 0 ,r,011.60 yi )84d w las f Amore. 9 Ars Inspector: Date: /AI ,4M g5-11wni, ' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter lvd.. Suite 100. Cali to schedule reinspection. �a/6/z.0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b'a 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: amor t€W l?27AJG Type of Inspection: ti74/7161 I 1 7» /1% d� f,, Address: s78 /-nZ41%).e2 eldD Date Called: "2, Special Instructions: s;,.....,,-.-_,__ Date Wanted: /L •3-/$ Cd.m p.m. Requester: A Phone No: Approved per applicable codes. fired prior tchapprovai. COMMENTS: ��41 4��j l/�1.,M, __....) I 1 7» /1% d� f,, 1 I, , r �.m e,JCe; l v 063.0-ove eGQ., Scr_4z %fri( "2, ELeArc s;,.....,,-.-_,__ -3. pt„4,4(,,,,s ic ,a--ec,taey, tit-��vCG� �.(�L .u'n C' IP; - i 2,0,Pr--$4, A Inspectorf 1 Q� Date ? `2W REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Lighting Summary LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: 1 - This title will copy onto other forms Date R E C E i I). -D 017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For ila7lig Wiiaiiii*ritc140 j L A A UG 31 2018 PERMIT CENTER Company Name: STONEWAY ROOFING INHC Company Address: 581 Strander Blvd. Tukwila,WA Applicant Name: RANDALL J. MUNSON Applicant Phone: (206) 349-4551 Applicant Email: randy.munson@comcast.net Project Description • New Building Addition Alteration No Lighting Scope Include PROJ-SUM .rm (tal - rlriet� .r�; o.00k) with lighting compliance forms. Interior Lighting System Description Interior Lighting Plans Included Enclose portion of 'i������i�lt nto Display Space. APPROVED SEP 27 2018 : I~ 'P "' • 1 r :t ..11, 6.. of TukwilaION BUILDICityNG DIVIS Interior Lighting Power Allowance Method -1 Building Area Method r Space -by -space Method Select method used in project. Interior Lighting Controls 0 All C405.2.1 - C405.2.8 Lighting Controls E C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) J Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 0 No Dwelling • C405.2 thru C405.5 Commercial Lighting Controls and LPA Units •C406.3 High Efficacy Lighting • R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description Exterior Lighting Plans Included Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ■ ■ Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ■ ■ Addition is combined with existing: For interior lighting projects, include new + existing -to -remain interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing -to -remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. CORPEG71i3P! DIS- OW/ Lighting Summary, cont. LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Fill this line out at top of LGT-SUM Date 1/1/2017 Change of Space Use — Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. ri No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced Less than 50% of existing are replaced Lamp and/or ballast replacement only - existing total wattage not increased 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 1 New or moved lighting panel 1 Interior space is reconfigured - luminaires unchanged or relocated — New wiring or circuit - For interior lighfng, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Fill this line out on LGT-SUM Date 1/1/2017 Calculation NOTE 9 Area 0 New Construction • Addition - • Addition stand alone + existing Spaces where < 50% of • Spaces where 2 50% of • Spaces where the Use • luminaires are replaced luminaires are replaced is changing (C505) For Building Department Use LPA Calculation Type • Standard 0 Additional Efficiency Package Option C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. User Note 8 Maximum Allowed Lighting Wattage NOTE1 1280 Location (plan #, room #) Space Type Height'"''` 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) A-6 Office: Open plan 26 1242 1.045 1298 A-6 Office: Enclosed 8 172 0.890 153 A-6 Restroom: all other 8 200 0.780 156 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 1614 LTG -INT -DISPLAY Allowed Watts Allowance from Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1608 Proposed Lighting Wattage ""'°' Location (plan #, room #) Fixture Description NOTE 4, s, s Number of Fixtures Watts/ Fixture NOTE m Watts Proposed A-6 Hanging Pendant (240 watts) 8 160 1280 A-6 Pendant 4 60 240 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1520 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Enter all proposed lobby art/exhibit display fixtures in LTG -INT -DISPLAY form only. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building hghhng systems to demonstrate compliance. Refer to C502.1. b'For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided in the Maximum Allowed Lighting Wattage table. d. If lighting alteration project includes some building areas or spaces where < 50% of luminaires are replaced, and other areas or spaces where >_ 50% of luminaires are replaced, then these areas or spaces may be documented separately. if multiple forms will be completed to demonstrate compliance for the total scope of the alteration project, describe scope covered in form in User Note section. Project: STONEWAY ROOFING Location?: JST 01 - Floor Joist [2015 International Building Code(2015 NDS)] 1.5 IN x 7.25 IN x 8.0 FT @ 16 0.C. #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 70.0% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.10 IN L/993 Dead Load 0.02 in Total Load 0.12 IN U794 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: L/360 REACTIONS Live Load Dead Load Total Load Bearing Length A 320 Ib 320 Ib 80 Ib 80 lb 400 Ib 400 Ib 0.43 in 0.43 in SUPPORT LOADS A Live Load 240 plf 240 plf Dead Load 60 plf 60 plf Total Load 300 plf 300 plf MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -I- to Grain: Base Values Fb = 900 psi Fb' = Cd=1.00 CF=1.20 Cr -1.15 Fv = 180 psi Fv' _ Cd=1.00 E = 1600 ksi Fc -1= 625 psi Adiusted 1242 psi 180 psi E' = 1600 ksi Fc - L' = 625 psi Controlling Moment: 800 ft -lb 4.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 400 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Rea'd 7.73 in3 3.33 in2 23.04 in4 800 ft -lb 400 Ib StruCalc Version 10.0.1.6 9/20/2018 10:30:48 AM page of LOADING DIAGRAM 1 A 8ft JOIST DATA Span Length Unbraced Length -Top Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Floor Duration Factor 1.00 Center 8 ft 0 ft JOIST LOADING Uniform Floor Loading Center Live Load LL = 60 psf Dead Load DL = 15 psf Total Load TL = 75 psf TL Adj. For Joist Spacing wT = 100 plf Provided_ ' ', VIEWED FOR WED w WIDE COMPLIANCE '36° ft-IbAPPROVED ' 305 Ib J4OTES SEP 2 7 2018 City of Tukwila BUILDING DIVISION COBRE TION LT R # RECEIVED CITY OF TUKWILA SEP 2 1 2018 PERMIT CENTER Da- 0701 Project: STONEWAY ROOFING Location: FLB 01 - Uniformly Loaded Floor Beam [2015 International Building Code(2015 NDS)] 3.5 IN x 7.25 IN x 5.0 FT #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 213.1% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.02 IN L/3162 Dead Load 0.01 in Total Load 0.02 IN L/2484 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS Live Load Dead Load Total Load Bearing Length A 600 Ib 600 Ib 164 Ib 164 Ib 764 Ib 764 Ib 0.35 in 0.35 in BEAM DATA Center Span Length 5 ft Unbraced Length -Top 0 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. 1 to Grain: Base Values Fb = 900 psi Fb' = 1170 psi Cd=1.00 CF=1.30 Fv = 180 psi Fv' = 180 psi Cd=1.00 E = 1600 ksi E' = 1600 ksi Fc -1= 625 psi Fc -1' = 625 psi Adjusted Controlling Moment: 955 ft -Ib 2.5 ft from left support Created by combining all dead and live loads. Controlling Shear: 764 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 9.79 in3 30.66 in3 Area (Shear): 6.36 in2 25.38 in2 Moment of Inertia (deflection): 12.65 in4 111.15 in4 Moment: 955 ft -Ib 2989 ft -lb Shear: 764 Ib 3045 Ib StruCalc Version 10.0.1.6 9/20/2018 10:32:08 AM page /of LOADING DIAGRAM 5ft B FLOOR LOADING Floor Live Load Floor Dead Load Floor Tributary Width Wall Load Side 1 Si e 2 FLL = 60 psf 0 psf FDL = 15 psf 0 psf FTW= 4 ft 0 ft WALL = 0 plf BEAM LOADING Beam Total Live Load: Beam Total Dead Load: Beam Self Weight: Total Maximum Load: wL = 240 plf wD = 60 plf BSW = 6 plf wT = 306 plf NOTES Project: STONEWAY ROOFING Location: JST 02 Floor Joist [2015 International Building Code(2015 NDS)] 1.5 IN x 7.25 IN x 9.25 FT @ 16 O.C. #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 27.2% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.17 IN L/642 Dead Load 0.04 in Total Load 0.22 IN L/514 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS Live Load Dead Load Total Load Bearing Length A a 370 Ib 370 Ib 93 Ib 93 1b 463 Ib 463 Ib 0.49 in 0.49 in SUPPORT LOADS A Live Load 278 plf 278 plf Dead Load 70 plf 70 plf Total Load 347 plf 347 plf MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. 1 to Grain: Base Values Fb = 900 psi Cd=1.00 CF=1.20 Fv = 180 psi Cd=1.00 E = 1600 ksi Fc -1= 625 psi Adjusted Fb' = 1242 psi Cr=1.15 Fv' = 180 psi E' = 1600 ksi Fc -1' = 625 psi Controlling Moment: 1070 ft -lb 4.62 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -463 Ib 9.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Read Provided 10.33 in3 13.14 in3 3.85 in2 10.88 in2 35.61 in4 47.63 in4 1070 ft -lb 1360 ft -Ib -463 Ib 1305 Ib StruCalc Version 10.0.1.6 9/20/2018 10:36:09 AM page /of LOADING DIAGRAM 9.25 ft B JOIST DATA Center Span Length 9.25 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Floor Duration Factor 1.00 JOIST LOADING Uniform Floor Loading Center Live Load LL = 60 psf Dead Load DL = 15 psf Total Load TL = 75 psf TL Adj. For Joist Spacing wT = 100 plf NOTES Project: STONEWAY ROOFING Location: JST 03' Floor Joist [2015 International Building Code(2015 NDS)] 1.5 IN x 7.251N x 10.5 FT @ 12 0.C. #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 21.9% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.22 IN L/585 Dead Load 0.05 in Total Load 0.27 IN L/468 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS Live Load Dead Load Total Load Bearing Length A 315 Ib 315 Ib 79 1b 79 1b 394 Ib 394 Ib 0.42 in 0.42 in SUPPORT LOADS A Live Load 315 plf 315 plf Dead Load 79 pif 79 plf Total Load 394 pif 394 pif MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -L to Grain: Base Values Fb = 900 psi Fb' Cd=1.00 CF=1.20 Cr=1. Adjusted = 1242 psi 15 Fv = 180 psi Fv' Cd=1.00 E = 1600 ksi E' Fc -1= 625 psi Fc 180 psi = 1600 ksi - J' = 625 psi Controlling Moment: 1034 ft -Ib 5.25 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 394 Ib At left support of span 2 (Center Span) Created by combining all dead Toads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Read 9.99 in3 3.28 in2 39.06 in4 1034 ft -Ib 394 Ib Provided 13.14 in3 10.88 in2 47.63 in4 1360 ft -Ib 1305 Ib StruCalc Version 10.0.1.6 9/20/2018 10:37:10 AM page of LOADING DIAGRAM 10.5 ft JOIST DATA Span Length Unbraced Length -Top Unbraced Length -Bottom Floor sheathing applied to top of joists -top of joists fully braced. Floor Duration Factor 1.00 Cen er 10.5 ft 0 ft 0 ft JOIST LOADING Uniform Floor Loading Live Load Dead Load Total Load Center LL = 60 psf DL = 15 psf TL = 75 psf TL Adj. For Joist Spacing wT = 75 plf NOTES 11/1/2019 City of Tukwila Department of Community Development JOHNNY SHI 581 STRANDER BLVD TUKWILA, WA 98188 RE: Permit No. D18-0207 STONEWAY ROOFING 581 STRANDER BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/30/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/30/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0207 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5/31/2019 City of Tukwila Department of Community Development JOHNNY SHI 581 STRANDER BLVD TUKWILA, WA 98188 RE: Permit No. D18-0207 STONEWAY ROOFING 581 STRANDER BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/21/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/21/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. SincgYely, a Kandace Nichols Permit Technician File No: D18-0207 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Randall J. Munson Building Designer 17713 15th Avenue NE— Suite 102 Shoreline, Washington 98155 (206) 349-4551 September 20, 2018 Rachelle Ripley City of Tukwila, Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 Re: Project Number: D18-0207 Project Address: 581 Strander Boulevard The following is an item by item response to your correction letter dated February 1, 2018. 1. Revised Accessible (Sheet A-1) and provided Framing Plan and Details on New Sheet A-3.1. Please feel free to contact me directly at (206) 349-4551 if you have any additional concerns. Respectfully Randall J. Munson Building Designer CORRECTION !TR#_g/ RECEIVED CITY OF TUKWILA SEP 2 1 2018 PERMIT CENTER V\t6' O'-01 C wQsy Ci ofTukwila ti Allan Ek: ierg, Mayor Department of Community Development September 13, 2018 JOHNNY SHI 581 STRANDER BLVD TUKWILA, WA 98188 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D18-0207 STONEWAY ROOFING - 581 STRANDER BLVD Dear JOHNNY SHI, Jack Prce, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding th (se comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licNnsee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Please provide concrete details for the new ramp and other related concrete pads or stairs. Include concrete specifications and method of connection to the existing building. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 If you have any questions, I can be reached at (206)433-7165. Sincerely, 1111 ac e le Ripley Permit Technician File No. D18-0207 a 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 J4rt-7,'1 v L O Li -7-5 CSA- c Co,s r-, ���✓ 1 4A,..10(„6, ' iSH (kFi�� . 'f'v,e.„ w: (IV v RECEIVED CITY OF TUKWILA SEP 13 2018 PERMIT CENTER c� o Randall J. Munson Building Designer 17713 15th Avenue NE— Suite 102 Shoreline, Washington 98155 (206) 349-4551 August 23, 2018 City of Tukwila, Building and Public Works Department s 6300 Southcenter Boulevard Suite 100 Tukwila. Washington 98188 Re: Project Number: B18-0207 Project Address: 581 Strander Boulevard RECEIVED CITY OF TIUKWILA AUG 31 2018 :'ERMIT CENTER The following is an item by item response to your correction letter dated August 7, 2018 General Information Note: Understood. Building Review 1. Code references updated. 2. Called 1:12 slope for all ramps. All ramps are new. 3. Lighting summary for, has been completed and corrected. Cover sheet corrected to agree. 4. Key references for al new walls added to Sheet A-3. 5. Occupant load factors corrected, including Occupant Load table. 6. Added Sheet A-2.1 to show exiting plan with required notes. Public Works Review Completed public works permit fee estimate has been included with this submittal. All notes added to sheet A-2. Please feel free to contact me directly at (206) 349-4551 if you have any additional Respectfully Randall J. Munson Building Designer 17/' 'ORREC' LTR# concerns. tkc�;Q1o1 P" August 07, 2018 0 0 City of Tukwila Department of Community Development RANDALL J MUNSON 17713 15TH AVE NE - SUITE 102 SHORELINE, WA 98155 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0207 STONEWAY ROOFING - 581 STRANDER BLVD Dear RANDALL J MUNSON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Codes referenced on the cover sheet are outdated 2012 codes. Please update all code references to show compliance with 2015 Building and Energy codes, 2017 Electrical and 2009 ANSI Accessibility codes. 2. Provide full details with specifications for the exterior ADA ramps and exterior porch. Show slope and if all is existing, please indicate so in your response. 3. The lighting summary form submitted is not completed accurately and indicated calculation error. Provide a new completed lighting summary to show it complies. Revise cover sheet Scope of Work accordingly. 4. Provide key references next to the new walls that are keyed to the specific wall details on sheet A5. 5. Occupant Load Factor (OLF) indicated on the cover sheet shows 2000. Warehouse OLF is 500. The display sales area would be considered an M occupancy with OLF of 60. The remaining office would be OLF 100. Please revise occupant load calculations. (2015 IBC SECTION 309 and SECTION 1004). 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. Provide a life safety � : n that identifies means of egress. Dimension eg s paths. Identify the specific common paths of egress that shall be provided with emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Egress paths shall be continuous to each exit. Designated egress paths are those that shall be light meter inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1) Provide a completed Public Works permit fee estimate sheet as part of this Building permit (or) separate Public Works permit. (For Public Works activities only including — domestic water backflow (RPPA w/HotBox) & installation of a Storz adapter. (see PW Bulletin A2 enclosed) 1. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the Andover Distribution Center Building 'A' (Stoneway Roofing Building) has deficiencies on domestic, fire, and irrigation backflow devices; requiring the following upgrades. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 1 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on a plan sheet and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation The annual test required by the Washington State Department of Health for the existing 2 -inch irrigation backflow device (DCVA) is overdue for testing. Please have the backflow device tested by a certified tester and submit passing test reports to Public Works. c) Fire Prevention Install a Storz adapter on the existing Fire Department Connection (FDC). The FDC is located at the entrance to 569 Strander Blvd. I have enclosed Public Works Bulletin C5 (design and installation requirements for cross connection control), which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues are resolved (or) the Permit Center receives plans for the subject backflow items. Applicant can post a bond for these items in the amount equal to 150% of the design, installation, and testing cost of required backflows together with a letter from the Owner of the Building, stating the installation will be completed by a certain date. NOTE: If you need assistance in locating a backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department — Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TuwilaWA.gov Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0207 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 121'ERMIT COORD COPY d PLAN REVIEW/ROUTING SLIP -s PERMIT NUMBER: D18-0207 PROJECT NAME: STONEWAY ROOFING SITE ADDRESS: 581 STRANDER BLVD Original Plan Submittal Revision # Response to Correction Letter # DATE: 12/14/18 before Permit Issued X Revision # 3 after Permit Issued DEPARTMENTS: M2 I41I4I4 Building Division IA Public Works Fire Prevention Structural n lAwt° k)//4 4194 Planning Division Permit Coordinator 1st PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 12/18/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 1/15/19 n n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COFt PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0207 DATE: 11/08/18 PROJECT NAME: STONEWAY ROOFING SITE ADDRESS: 581 STRANDER BLVD Original Plan Submittal Revision # Response to Correction Letter #_ X Revision # 2 before Permit Issued after Permi t Issued DEPARTMENTS: k.1 *11(6 Building Division Public Works AJA NM- 1kM-t 11 -,'He Fire Prevention Planning Division Structural Permit Coordir .tor PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 11/13/18 Structural Review Required REVIEWER'S INITIALS: DATE: P1 APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 12/11/18 Approved with Conditions ❑ ❑ Denied n (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 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0207 DATE: PROJECT NAME: STONEWAY ROOFING SITE ADDRESS: 581 STRANDER BLVD Original Plan Submittal Revision # Response to Correction Letter # 10/29/18 before Permit issued X Revision # 1 after Permit Issued DEPARTMENTS: kf t 4M4 M Building Division Fire Prevention /v P'tthlic Work kW -le Structural 10-,Y)-6 Planning Division Permit Coordir'xtor M PRELIMINARY REVIEW: DATE: Not Applicable (no approval/review required) REVIEWER'S INITIALS: 10/30/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) n DUE DATE: 11/27/18 Approved with Conditions n Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping D PW D Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0207 DATE: 09/25/18 PROJECT NAME: STONEWAY ROOFING SITE ADDRESS: 581 STRANDER BLVD Original Plan Submittal Revision # before Permit Issued _X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/27/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: Approved DUE DATE: 10/25/18 ❑ Approved with Conditions ❑ 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 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0207 DATE: 09/05/18 PROJECT NAME: STONEWAY ROOFING SITE ADDRESS: 581 STRANDER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Pct c 0I 6 Building ivision IkT &Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator n PRELIMINARY REVIEW: DATE: 09/06/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 10/04/18 ❑ Approved with Conditions n Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: A i I ris / ►//� Departments issued corrections: Bldg LTJ Fire 0 Ping ❑ PW ❑ Staff Initials:R 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP -w PERMIT NUMBER: D18-0207 PROJECT NAME: STONEWAY ROOFING SITE ADDRESS: 581 STRANDER BLVD X Original Plan Submittal Response to Correction Letter # DATE: 07/12/18 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: CowQ -t-HO Building Division COV‘4 ):4" �ubltc Works Pry Fire Prevention Structural 4\':111k6 Planning Division 1101 Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/14/18 Approved ❑ Approved with Conditions n 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 PROJECT NAME: S SITE ADDRESS: PERMIT NO: ORIGINAL ISSUE DA REVISION LOG REVISION NO. DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITIALS 1 10 -6) -fir --�t 1/JO l—�—� e5 -P �tv e f wft)c.44/\CutiMC cl/Z Summary of Revision: . m�,. pLy, ta7 001- q rj P e (,‘ j,////'//�//� j vs, (a� / A 41-6 Aga tar► / Received by. , p4i �►-4. _ - REVISION NO. DATE RECEIVED STAFF INIT LS ISSUED DATE STAFF INITU IQLS STAFF INITIALS 114-1 IL- ILA- 18 I(—i-716 1/JO Summary of Revision: e5 -P �tv e f wft)c.44/\CutiMC -I ` `r 1 Received by. ls>.I,Ji\K! 514.) (ple(se print) REVISION NO. DATE RECEIVED STAFF I ITIALS ISSUED DATE STAFF INITIALS 3 IL- ILA- 18 11:—ti---e Summary of Revision: Received by: SS Summary of Revision: tAfV Ot rl{ S OS Will -%b 4M ( ` " 1 41-6 Aga tar► Received by: (p ease p'ri it) 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: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 17. 714 Plan Check/Permit Number: y - zo7 ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # 3 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: FDrlE()M t1.06P t (� 5 STQ,1042 f3.1.iv>r� 1S l .1 Summary of Revision: Phone Number: 2,06 rCO47 Mc) 'rSia-CSM IAJ -ro c-?(QAtJO jR tri; caz p443 C-ctqU - -00.4) V 'ic -r6 4,0) 6 eakO7 RECEIVEL CITY OF TUKWip,_ DEC 14 20 PERMIT CENT"_= Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision c Received at the City of Tukwila Permit Center by: Entered in TRAKiT on _ / -f W:\Permu Center\Templates\Forms\Revision Submittal Formdoc Revised August 2015 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\ /"r Plan Check/Permit Number:- / 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: v i1,OAr Project Address: 6:41 %l a -A- JO R B L-vo Contact Person: ieNsw.ikti Summary of Revision: &tU' O pl,"-NS U1( (. zbeIr(;) Phone Number: ZoL• 361:()• C*1 an k)Li 15 -TIM"Vi ' JdQ ' ct 6,-\ RECEIVED CITY OFTUKWILA NOV 0 8 2098 PERMIT CENTER Sheet Number(s): 4 c pt "Cloud" or highlight all areas of revision including date of reyimon Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 11 e " (e W:\Fernut Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 Date: 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 Hurst be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. to 72-S/1 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # (. after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: S-1.64tvtAj 2coc1, TOS/90( t Project Address: t � � jLvn Contact Person: Jtt)►-.4ily S44 Summary of Revision: 3i(- C)1b" Phone Number: 2o6'COO ;it 006 In wA uSL - Blatt t (wit 9tbt • 2 1'Rocav\ N tri Vl i d - DeS t(i) 'WO IC) Ac073_,A, Rik • C %L►.JG `ut_te tori - R3'' # ' i R3 �a P N - MANN* kVA .0 5 -,UD #.15 AitetrA4., RECEIVED CITY OF TUKW(U OCT 29 PERM' CENTE`h= Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ' Ri( Entered in TRAKiT on [ e eAQLGS W:\Pernut Center\Templates\Forms\Revision Submittal Formdoc Revised. August 2015 Date: 1 2. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D18-0207 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: STONEWAY ROOFING Project Address: 581 STRANDER BLVD Contact Person: jp_¢N Nly Summary of Revision: Z-69 nf.) c — (i Q.QQ` I )-0 t Phone Number: 2,b0 RECEIVED CITY OF TUIVVILA SEP 212018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includingdate of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on =1 W:V'ermit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 Date: 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. ❑ Response to Incomplete Letter # Plan ChecWPermit Number: D 18-0207 • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Stoneway Roofing Project Address: 581 Strander Blvd Summary of Revision: Contact Person: RECEIVED CITY OF TUKWILt AUG 3 1 2018 PERMIT CENTER Phone Number: Z( e - 4S51 1-61:10 -Rltcnc trr e i + Ag Dkr pas"- i Av 1 N ( ' I pt 1 C. PTD0Q-ksi. (-1Ic-1. Gv�A-t.t.. wi .l,11rvt1 - &_ScIn•-) 0 JQ M uy N.2) Sheet Number(s): l� "Cloud" or highlight all areas of evision including date of revision Received at the City of Tukwila Permit Center by: ' E Entered in TRAKiT or. 06-/31 11 s C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 ABSOLUTE CUSTOM BUILDERS Aft Washington State Department of Labor & Industries Horne Espanol Contact Safety & Health Claims & Insurance Page 1 of 3 Search L&I A -Z Index. Workplace Rights ABSOLUTE CUSTOM BUILDERS Owner or tradesperson Principals VANCE, EVAN DEAN, PRESIDENT VANCE, LORI H, SECRETARY VANCE, LORI H, TREASURER VANCE, EVAN DEAN, AGENT Doing business as ABSOLUTE CUSTOM BUILDERS WA UBI No. 602 192 422 Parent company ABSOLUTE VINYL FENCE INC 16813 - 20TH AVE W LYNNWOOD, WA 98037 425-931-1995 SNOHOMISH County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. ABSOLCB893CQ Effective — expiration 02/18/2011— 03/02/2019 Bond CBIC Bond account no. SD7210 Active. Meets current requirements. $12,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602192422&LIC=ABSOLCB893CQ&SAW= 10/03/2018 ABSOLUTE CUSTOM BUILDERS Received by L&I 02/18/2011 Insurance Ohio Security Ins Co Policy no. BKS57197924 Effective date 02/17/2011 Expiration date Until Canceled $1,000,000.00 Received by L&I Effective date 04/23/2018 06/08/2017 Expiration date 06/09/2019 Insurance history Savings O No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Page 2 of 3 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 028,095-00 Doing business as ABSOLUTE CUSTOM BUILDERS Estimated workers reported Quarter 2 of Year 2018 "0" Workers L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602192422&LIC=ABSOLCB893CQ&SAW= 10/03/2018 PROJECT TEAM: 2856 PROPERTY OWNER STONEWAY ROOFING, INC. 19020 HIWAY 99 LYNNWOOD, WASHINGTON 98136 (206) 652-1820 PROPERTY ADDRESS 511 STRANDER BLVD. TUKWILA, WASHINGTON 98188 ARCHITECT JOHN G. MASON NASON S ASSOCIATES P.O,. BOX 1385 COVINGTON, WASHINGTON 98042 (206) 418-6141 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES SY THE CLIENT INDICATED. REPRODUCTION OR USE OF TH5 DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF DESIGN SYSTEMS UNLIMITED, INC. AND ARCHITECT JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LANs, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR . FABRICATING ANY WORK DO NOT SCALE DRAWINGS PROJECT DATA PROJECT DESCRIPTION REMODEL AND EXPAND EXISTING OFFICE SQUARE FOOT ANALYSIS EXISTING OFFICE 2511 SQUARE rtt I (HEATED SPACE) PROPOSED OFFICE 1414 SG)ARE Pt 1 PARKING ZONING OCCUPANCY LOAD TOTAL OFFICE 3485 SQUARE FEET SPACES REQUIRED 21.5 STALLS TOTAL H/G PARKING PROVIDED TOTAL STANDARD PROVIDED 2 STALLS 25 STALLS TOTAL PARKING PROVIDED TYPE OF CONSTRUCTION: VN TYPE OF OCCUPANCY: B TYPE OF OCCUPANCY: M OCCUPANCY LOAD: SCOPE OF WORK HVAC NO CHANGE INTERIOR LIGHTING BUDGET LIGHTING BUDGET 1614 SQUARE Ptt I = 1614 WATTS ALLOWED PROPOSED LIGHTS WATTS (SEE SCHEDULE) = 2 WATTS 1520 WATTS PROPOSED 15 LESS THAN 1614 WATTS ALLOWED 21 STALLS WAREHOUSE OFFICE DISPLAY SALES WAREHOUSE OFFICE DISPLAY SALES 1/500 31,121 1/100 2,103 1/60 1,282 SQUARE FEET 18.56 SQUARE rttl 21.03 SQUARE FEET 21.36 TOTAL OCCUPANT LOAD CODES AND REFERENCES (THESE CODES ARE LISTED IN THE TUKWILA SUBMITTAL GUIDELINES. THEY MIGHT NOT ALL APPLY WITH THIS SUBMITTAL BUT THERE MAY ALSO BE ADDITIONAL APPLICABLE CODES) 1. AUTOMATIC FIRE DETECTION AND SUPPRESSION SYSTEMS ORDINANCE NO. 1402-12 2. INTERNATIONAL BUILDING CODE OBG), 2015 EDITION AND WAG 51-50 AMENDMENTS. 3. 2001 ANSI ACCESSIBIUTY CODE 4. INTERNATIONAL FIRE CODE OFC), 2015 EDMON 8 VIAL. 51-54 5. INTERNATIONAL MECHANICAL. CODE (HMG), 2015 BATON 8 PVC 51-52 6. NATIONAL ELECTRICAL CODE (NEC), 201/ EDITION I WLAC 296-46B-010 1. UNIFORM PLUMBING CADS (UPC), 2015 EDITION 8 WAG 51-56 8 51-51 8. INTERNATIONAL ENERGY CONSERVATION GODS (TELC), 2015 EDITION, WAG 51-11(C or R) 9. CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS 10. TUKWILA STORMYWTER MANAGEMENT MANUAL 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL vier THE PROJECT SITE TO BECOME FAMILIAR WITH THE SCOPE OF WORK AND ALL CONDITIONS INVOLVED IN CARRYING OUT HIS WORK. 2. ALL WORK SHALL COMPLY ram APPLICABLE CODES AND ORDINANCES. 3. CONTRACTOR SNAIL SCHEDULE WORK TO AVOID, AS MUCH AS POSSIBLE, ANY INCONVENIENCE OF ADJACENT PROPERTIES. AREAS UNDER CONSTRUCTION SHALL BE PROPERLY SCREENED OFF BY TEMPORARY PARTITIONS OR BARRICADES, PER APPLICABLE CODES AND ORDINANCES. 4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEERS AND SMALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE OWNER. ALL MATERIAL STORED ON THE 517E SHALL DE PROTECTED FROM DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 66.95 16. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADE REQUIRED 70 PERFORM THE WORK. WHERE INSTALLATION MID/OR CONNECTION OF EQUIPMENT 5 NOT SPEGPED AND VHERE SUCH CONNECTION AND/OR INSTALLATION 5 REQUIRED FOR A COMPLETE AND OPERABLE FACILITY. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR SUCH NSTALLATION AND/OR CONNECTION. PLANS WHICH APPEAR AS BACKGROUNDS ON GML, STRUCTURAL, PLUMBING, HVAC AND ELECTRICAL DRAWINGS ARE FOR THE PURPOSE OF ILLUSTRATING GENERA_ PLAN CONFIGURATION ONLY. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OP THE WORK OTHER TNAN PERTAINING TO THE TILE OF EACH SHEET. REFER TO APPROPRIATE SHEET FOR EACH SPECIFIC. PORTION OF THE WORK. 18. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF MECHANICAL AND ELECTRICAL WORK. MECHANICAL AND ELECTRICAL DRAYNGS ARE TH RESPONSIBILITY OF THE RESPECTIVE SUBCONTRACTORS. 11. 5. CONTRACTOR 5 TO VERIFY DIMENSIONS AND CONDITIONS SHOW% ON 19. THE DRAJINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, IF ANY, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY. 6. CONTRACTOR SHALL CHECK WITH THE OWNER FOR STAGING AREA AND SECURITY REGULATIONS. 1. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN FULL. D. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND/OR CONCRETE WALLS, TO THE FACE OF STUDS, AND TO THE CENTERL.NE OF COLUMNS, UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR RILL PROVIDE IN HIS PROPOSAL ANY MISCELLANEOUS items THAT MAY NOT BE COVERED N THE PLANS AND SPECIFICA010N5, BUT ARE NFCpoAGPY TO PROVIDE A COMPLETE AND WORKABLE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK. 11. AT WOOD STUD PARTITIONS THAT DO NOT EXTEND TO STRUCTURE ABOVE, PROVIDE BRACING TO STRUG LIRE AND ABOVE TO PROVIDE FOR EQUIVALENT SUPPORT OF PARTMON. 12. PROVIDE CLOSURE. MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE -RATED BUILDING PARTITIONS AND ANY PENETRATING DUCTS. PIPES. CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT. 13. EACH CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENNGS THROUGH NEW CONSTRUCTION FOR DUCTS, PIPES, CONDUIT. GASKETS, AND EQUIPMENT AND SHALL VERIFY SIZE AND LOCATION. 14. EACH CONTRACTOR -FURNISHED REIN SHALL BE SUPPLED WITH THE REQUIRED MECHANICAL AND ELEGTRIIAI SERVICES TO PROVIDE OPERATION OF MEN(S) FURNISHED. 15. EACH CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR EGY)IPMENT FURNISHED AND INSTALLED BY HIMSELF OR OTHERS. 20. 21. 22. 23. 24. 25. 26. 21. CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS FOR Art-4 REQUIRED FOR THEIR WORK. ACC -FAA MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS. AND FIRE DAMPER LINKAGE OBTAIN ARCHITECTS APPROVAL IN LOCATN ACCESS DOORS. ALL PIPING, CONDUIT, DUCTS, ETC., SHALL BE FURRECHN ALL FINISHED ROOMS. PLACE NO MANS, PIPING, CONDUIT, OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GNBN GELLING HEIGHTS AND CLEARANCES. FRAME DUCT OPENINGS IN STUD WALLS WITH DRYWALL STUDS, 50 THAT THE OPEING SHALL ALLOW NOT MORE THAN 1/2 INCH C BETWEEN FRAME AND TACT. ALL DM@751GN5 DETERMINED BY EQUIPMENT OR CABINETRY ARE TO BE CHECKED AND VERIFIED WITH EQUIPMENT OR CABINETRY DIMENSIONS. MECHANICAL EQUIPMENT SHALL BE ISOLATED FCR SOUND AND VIBRATION. ALL DUCTWORK AND PIPING SHALL BE ISOLATED FOR SOUND AND VIBRATION YWEN SUSPENDED FROM THE STRUCTURE ABOVE. ALL DOORS NOT LOCATED BY DIMENSION OR PLANS OR DETAILS SHALL BE 4" FROM FACE OF STUD TO EDGE OF DOOR OPENING OR CENTERED BETWEEN ROOM PARTITIONS AS SHOWN UNLESS OTHERWISE NOTED. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL HAVE A PRESERVATIVE TREATMENT. 14q- co °W PLAN SITE TAX ACCOUNT NUMBER: 022330-0010 BLUE BACKGROUND WITH WHITE SYMBOL AND LETTERING 1" WHITE Lc 1 I cs5 WITH STANDARD WORDING PER HANDICAPPED CODE REQUIREMENTS 2" DIAMETER PVC POST CENTERED ON H.G. STALL - ATTACHED TO PAVEMENT PER MFG SPECIFICATIONS 1:12 MAX. SLOPE L a a 3E r 0 0 0 a 4 HAND RAILS EXTEND 12" BEYOND TOP AND BOTTOM OF RAMP BOTH SIDES. HANDRAIL EXTENDS 23" ON 12" ONE SIDE, TOP AND BOTTOM AND 12" TOP AND BOTTOM ON OTHER SIDE. \ , (NOTE GENERALLY INSTALL LONGER .' EXTENSION AGAINST A WALL LOCATION. RAMP & STAIR SCALE. 1/4" = 1-0" NOSING 1/2" RADIUS MAX. 0 REQUIRED 25 PARKING STALLS (2) H)C STALLS (SEE A.3) DEC 3.02019 RFVI 'nN NOI 2 -..ce N1n genre -1nt r I�I.7/.(0 _ nneffivEn WY OF 1 U1(V/;Lrr1 NUV082018 PERMIT CENTER GRID FOR LAYOUT ONLY - NOT TO BE PAINTED PAINT SYMBOL WITH 4" WHITE STRIPE nv / SCALE• 1/2' = I-0" 4'-0" AT PARKN6 HANDICAPPED VAN STALL 11 i'ta, -L,.:I L tAl Oaf ritCriLD NOV2e 201E �� >lv City of Tukwila DIMS!. 0 REGISTERED AR HITECT /JOHN G. NASON STATE OF WASHINGTON JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CUENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT YATHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item CITY OF TUKWILA 08 23 18 PLAN REVIEW V Z STONEWAY ROOF CITY OF TUKWILA, WASHINGTON Z E. 0 SITE PLAN, PROJECT DATA and INDEX OF DRAWINGS PROJECT NO. DESIGN DRAWN ISSUE DATE A-1 : 18.108 : RJM : RJM : 06.12.18 PUBLIC WORKS NOTES: 1. IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF HEATH GUIDELINES FOR GROUP A PUBLIC WATER SYSTEMS, PUBLIC WORKS IMPLEMENTED A CROSS -CONNECTION CONTROL PROGRAM TO PROTECT THE PUBLIC WATER SYSTEM FROM CONTAMINATION VIA CROSS -CONNECTION. THE CITY HAS DETERMINED THAT THE ANDOVER DISTRIBUTION CENTER BUILDING 'A (STONEWAY ROOFING BUILDING) HAS DEFICIENCIES ON DOMESTIC, FIRE, AND IRRIGATION BACKFLOW DEVICES; REQUIRING THE FOLLOWING UPGRADES. A) DOMESTIC WATER SERVICE R REDUCED PRESSURE PRINCIPAL ASSEMBLY (RPPA), PREVIOUSLY GALLED A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA), SHALL BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE EXISTING 1-INCH DOMESTIC WATER METER. INSTALLATION AT ANOTHER LOCATION REQUIRES APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. THE RPPA SHALL BE INSTALLED IN A HOT BOX/HOT ROCK OR. EQUAL FRFP7F PROTECTION ENCLOSURE ANCHORED TO A MINIMUM 4" THICK CONCRETE PAD. PUBLIC WORKS RECOMMENDS, BUT DOES NOT REQUIRE, A POWER SUPPLY FOR THE FRFP7F PROTECTION ENCLOSURE. PLEASE SPECIFY RPPA SIZE MANUFACTURER, AND MODEL NUMBER ON A PLAN SHEET AND SUBMIT A GUT SHEET FOR THE PROPOSED DEVICE. SHOW LOCATION OF THE NEW RPPA ON A PLAN SHEET. B) LANDSCAPE IRRIGATION THE ANNUAL TEST REQUIRED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH FOR THE EXISTING 2-INCH IRRIGATION BACKFLOW DEVICE (DCVA) 15 OVERDUE FOR TESTING. PLEASE HAVE THE BACKFLOW DEVICE TESTED BY A CERTIFIED TESTER AND SUBMIT PASSING TEST REPORTS TO PUBLIC WORKS. C) FIRE PREVENTION INSTALL A STORZ ADAPTER ON THE EXISTING FIRE DEPARTMENT CONNECTION (FDG). THE FDG 15 LOCATED AT THE ENTRANCE TO 569 STRANDER BLVD. REFER TO PUBLIC WORKS BULLETIN C5 (DESIGN AND INSTALLATION REQUIREMENTS FOR. CR055 CONNECTION CONTROL), WHICH SPELLS OUT DESIGN AND INSTALLATION REQUIREMENTS FOR CR055 CONNECTION CONTROL. THE PUBLIC WORKS DIRECTOR WILL WITHHOLD ISSUANCE OF THIS TENANT IMPROVEMENT PERMIT UNTIL THE BACKFLOW ISSUES ARE RESOLVED (OR) THE PERMIT CENTER RECEIVES PLANS FOR THE SUBJECT BACKFLOW TERMS. APPLICANT CAN POST A BOND FOR THESE ITEMS IN THE AMOUNT EQUAL TO 150% OF THE DESIGN, INSTALLATION, AND TESTING COST OF REQUIRED BAGKFLOWS TOGETHER WITH A LET 1 CR FROM THE OWNER OF THE BUILDING, STATING THE INSTALLATION WILL BE COMPLETED BY A CERTAIN DATE. NOTE: IF YOU NEED ASSISTANCE IN LOCATING BAGKFLOW IN THE FIELD (AND/OR) HAVE QUE5TION5 REGARDING BACKFLOW TESTING, PLEASE CONTACT TODD REEDY WATER QUALITY SPECIALIST, TUKWILA WATER DEPARTMENT — MINKLER SHOPS, DIRECTLY AT (206) 511-6301. TODD. REEDYC TU K W I L A W A.GOV WAREHOUSE 116 — — r SEE EKLARGED OFFICE FLOOR PLAN SHEET A-3 s141 tar e r, Rrr,4 II,j', � , A I I ti.:47 i 1 I I I i I WAREHOUSE FLOOR PLAN SCALE: 1/16" = 1.-0" -ED) FIXPIRE DEC.302O10 Icc,:ac' °t1BrO2°"l zr City of Tukwila BUILDING DIVISION fEC : VEf CITY O NOV 082018 JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Rem CITY OF TUKWILA 082318 PLAN REVIEW 11 06 18 OWNER REVISIONS CITY OF TIKWILA, WASHINGTON m rn O V it LL 0 O Lt co =0o Lo� 0oz(0 Z J CV OVERALL WAREHOUSE FLOOR PLAN PROJECT NO. DESIGN DRAWN ISSUE DATE : 18.108 : RJM : RJM : 06.12.18 A-2 PERMIT CENTER 2856 REGISTERED ARCHITECT R0116 3/4" WAREHOUSE 116 EXITING PLAN QSCALE: 1/16" = 1'-0" TYPICAL ALL FOUR EXIT DOORS: IBC 1024.2.6.1 EMERGENCY EXIT SYMBOL THE DOORS SHALL BE IDENTIFIED BY A LOEN-LOCATION LUMINOUS EMERGENCY EXIT SYMBOL COMPLYING WITH NFPA 110. THE EXIT SYMBOL SHALL BE A MINIMUM OF 4" IN HEIGHT AND SHALL BE MOUNTED ON THE DOOR, CENTERED HORIZONTALLY, WITH THE TOP Of THE NO HIGHER THAN 18" ABOVE THE FlNSHED FLOOR. IBC 1024.2.6.2 DOOR HARDWARE MARKM65 DOOR HARDWARE SHALL BE MARKED WITH NO LESS THAN 16 SQUARE INCHES OF LUMINOUS MATERIAL. TH5 MARKING. SHALL BE LOCATED BEHIND, IMMEDIATLELY ADJACENT TO OR ON THE DOOR HANDLE AND/OR ESCUTCHEON. WHERE A PANIC BAR 15 INSTALLED, SUCH MATERIAL SHALL BE NO LESS THAN 1 NCH NIDE FOR THE ENTIRE LENGTH OF THE ACTUATING, BAR OR TOUCHPAD. SG 1024.2.6.5 DOOR FRAME MARKINGS THE TOP AND THE SIDES OF THE DOOR FRAME SHALL BE MARKED YNFH A SOLID AND A CONTNUOU5 1 NGH TO 2 NCH WIDE STRIPE. WHERE THE DOOR MOLDING DOES NOT SUFFICIENT FLAT SURFACE ON WHICH TO LOCATE THE STRIPE. THE STRIPE L�D I SHALL BE PERMITTED TO BE LOCATED ON THE WALL SURROUNDING THE FRAME. PROVIDE SUFFICIENT m EMERGENCY ILLUMINATION SHALL HAVE AT LEAST AN AVERAGE 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1-FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. EMERGENCY LIGHTING SHALL ALSO BE REQUIRED EXIST DISCHARGE DOORWAYS. EGRESS PATHS SHALL BE CONTINUOUS TO EACH EXIT. DESIGNATED EGRESS PATHS ARE THOSE THAT SHALL BE LIGHT METER INSPECTED FOR EGRESS ILLUMINATION REQUIREMENTS. (IBC SECTION 101.2.3, 1006 8 1008.1.6) c r EXPT DEC 302013 ;BirS'ION Cr.,:_. C _ NOV 20 2818 City of Tukwila BUILDING DIVISION i b190107 NUV 0 8 2018 'JOHN G. NASON TATE GE WASHINGTON JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SNGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPUANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item 11 06 18 OWNER REVISIONS 11 0618 OWNER REVISIONS z O O ce CITY OF TIKWILA, WASHINGTON 0 ci z LL 0 O Z Etcn wgoch g ONz� EXISTING PLAN PROJECT NO. DESIGN DRAWN ISSUE DATE : 18.108 : RJM : RJM : 08.23.18 A-2.1 PERMIT CENTER 26.-2' 22-5" 18'-3" 33'-5" 14'-6" 18'-11" 2856 WAREHOUSE 116 SPRINKLER 111 LJ 0�� OFFICE � FLOOR PLAN SCALE: 1/4" 1-0" EXISTING OFFICE 2511 SOUARE FEET PROPOSED OFFICE 1414 SQUARE FEET TOTAL OFFICE 3985 SQUARE FEET EXISTING WAREHOUSE DOOR PEDESTAL 5 K OR COUNTER OPEN BASE AND END ORT TO PROVIDE CHAIR TOE C CE AS INDICATED 25'-0" r 3/0x5/O SECURE STORAGE A-5 OFFICE 114 2'-0" FILL IN EXISTING DOOR CONFERENCE 111 MEDIA WALL (PROVIDE BAGKMG) 50x68 9.-5„ KITCHEN SINK j� CRC 20 AM R 105 4AVE OUTLET TABLE TABLE SPACE U MICROWAVE - AMP OUTLET 106 OFFICE 101 EMPLOYEE CLOTHES DRYER (VENT TO OUTSIDE) 30 AMP OUTLET VISION PANEL 30x68 OFFICE 112 C- AL SINK OR COUNTEW/ OPEN BASE AND END PPORT TO PROVIDE . EELGHAIR TOE C CE A5 INDICA 4 OFFIC 113 30x68 - 1 30x68 DISPATCH 110 J ELECEECISTVFI,C> ELECTRICAL: PANEL II OFFICE 104 h I 6/0M3/0 HIGH WINDOW 4'-0' 30x68 J A-5 A-5 pX 20 MIN DOOR A-5 EXISTING E— . • GRETE LS z 6" RAISED PLATFORM 50" HIGH SALES DESK SALES 115 6/0 X 3/0 WINDOW (SLIDER L✓R) 14-4" 24" bttP x 30" TALL -PRINTER COUNTER COUNTER / 1'-0" OFFICE 105 OFFICE 102 STOREFRONT GLAZING (SEE EL TON) 23 to $ 5AF 48" HIGH COUNTER DISPLAY 110 14'-0" STOREFRONT (SEE ELEVATION) IC ARDWARE POR H DM 10'-4" i 42" HIGH RAILING I DEC a.02D'9 a 8-8 11/16" '-81 lb" nnne `7 ► MOD 2 • Ai City of'TuhNiia EU LD:N3 OiVIS CN i 113e0ii07 8'-10 11/16" C T1' QI 1Vl.�ltiLe�i NOV082018 REGISTERED ARCHITECT 'JOHN G. NASON TATE OF WASHINGTON JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF 1NIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MMNTMNS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABIUTY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPUANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. D0 NOT SCALE DRAWINGS. REVISIONS No. Date Item CITY OF TUKWILA 0823.16 PLAN REVIEW 10 2418 OWNER REVISIONS / \ 110818 OWNER REVISIONS V Z STONEWAY ROOF CITY OF TIKWILA, WASHINGTON N O °' z z 1- O z O ?cc' CC >— < J co z0-in 8 M O ci0et4 ENLARGED OFFICE FLOOR PLAN PROJECT NO. : 18.108 DESIGN : RJM DRAWN : RJM ISSUE DATE : 06.12.18 A-3 32'-4" PERMIT CENTER 1x& TREX (OR SIMILAR) DECKING 2x SOLID BLKG. (PRESSURE TREATED) FLOOR JOISTS (PRE55URE TREATED) BEAM PER PLAN 2x4x12" WITH (2) 16d NAILS TO COLUMN and BEAM POST PER PLAN (P.T.) MABZ - SEE PLAN FOR POST SIZE I III SEE PLAN ISOLATED FOOTING RJ4OIO 4" CONCRETE SLAB OVER 4" CLEAN, FREE DRAINING SAND OR GRAVEL 1x6 TREX DECKING OVER 2x8 FTZECCURE TREATED DECK JOIST AT 16" O.G. WITH SIMPSON U25 JOIST HANGERS PRESSURE TREATED LEDGER EXISTING GRADE 4 *4 BARS A6 36" 0.0 WITH #4 BAR CONTINUOUS TOP and BOTTOM 16" le n 8" WOOD/CONC. RAMP DETAIL SCALE = 1"=1'-0" 2x6 GAP RAIL 2x4 TOP RAIL 2x2 PICKET AT 5-1/2" O.G. (MAX.) 4x4 POST AT 12" O.G. 1x6 SPACED DECKING 2x4 BOTTOM RAIL (2) 1/2" DIA. THRU BOLTS AND WASHERS 2x RIM JOIST 2x FLOOR JOIST SECTION JOIST ALIGN GUARD POST AT JOIST LOCATIONS GUARD POST RIM JOIST HOLD-DOWN ANCHOR AT JOIST LOCATIONS PLAN VIEWS GUARD POST TO RIM JOIST DETAIL L J SCALE: 3/4" = 1'-O" .JOIST GUARD POST RIM JOIST HOLD-DOWN ANCHOR BETWEEN JOIST FASTENER SPACING FOR A SOUTHERN PINE, DOUGLAS FIR -LARCH, OR HEM -FIR LEDGER AND A 2-INCH NOMINAL SOLID -SAWN SPRUCE -PINE -FIR BAND JOIST OR EWP RIM BOARD (DECK LIVE LOAD = 40 P5F, DECK DEAD LOAD = 10 PSF) JOIST SPAN RIM BOARD OR BAND JOIST 6-0" and LESS 6'-1" to 8'-0" 8'-1" to 10'-0" 10'-1" to 12-0" 12'-1" to 14'-0" 14'-1" to 16'-0" 16-1" to 18'-0" CONNECTION DETAILS ON -CENTER SPACING OF FASTENERS 1/2" DIAMETER LAG SCREW WITH 15/32" MAXIMUM SHEATHING 1" EWP (6) 1 1/8" BAP (6) 1 1/2" LUMBER (1,9) 24" 28" 30" 18" 21" 25" 14" 16" 15" 12" 14" 15" 10" 12" 13" a- 10" 11" 8" 9" 10" 1/2" DIAMETER LAG SCREW WITH 15/32" MAXIMUM SHEATHING 1" EWP (6) 1 1/8" EWP (6) 1 1/2" LUMBER (7,q) 24" 28" 36" 18" 21" 36" 14" 16" 34" 12" 14" 2q" 10" 12' 24" q" 10" 21" 8" 9" 1q" 1/2" DIAMETER BOLT WITH 15/32" MAXIMUM SHEATHING AND 1/2" STACKED WASHERS 1" EWP (6) 1 1/6" EWP (6) 1 1/2" LUMBER (1,q) 24" 26" 36" 15" 21" 36" 14" 16" 2q" 12" 14" 24" 10" 12" 21" 9" 10" 16" 8" q" 16" NOTES: 1. THE TIP OF THE LAG SCREW SHALL FULLY 5. DECK LEDGERS SHALL BE MINIMUM 2x8 1. A MIN. 1"x9 1/2" DOUGLAS-FIIR LAMINATED EXTEND BEYOND THE INSIDE FACE OF THE PRESSURE -PRESERVATIVE -TREATED NO. 2 LUMBER RIM BOARD SHALL BE PERMITTED BAND JOIST. GRADE LUMBER, OR OTHER APPROVED IN LIEU OF THE 2" NIMINAL BAND JOIST. MATERIALS AS ESTABLISHED. 2. THE MAX. GAP BETWEEN THE FACE OF THE 6. ?COD STRUCTURAL PANEL SHEATHING, LEDGER BOARD AND FACE OF THE WALL 6. WHEN SOLID -SAWN PRESSURE -PRESERVATIVE GYPSUM BOARD SHEATHING, OR FOAM SHEATHING SHALL BE 1/2" -TREATED DECK LEDGERS ARE ATTACHED SHEATHING NOT EXCEEDING ONE INCH TO ENGINEERED WOOD PRODUCTS (MIN. 1" THICKNESS SHALL BE PERMITTED. THE MAX. 3 LEDGERS SHALL BE FLASH OR CAULKED THICK WOOD STRUCTURAL PANEL BAND DISTANCE BETWEEN THE FADE OF THE TO PREVENT WATER FROM CONTACTING THE JOIST OR STRUCTURAL COMPOSITE LUMBER LEDGER BOARD AND THE FADE OF THE HOUSE BAND JOIST. INCLUDING LAMINATED VENEER LUMBER), THE BAND JOIST SHALL I3E ONE INCH. LEDGER ATTACHEMENT SHALL BE DESIGNED 4. LAG SCREWS AND BOLTS SHALL 5E IN ACCORDANCE WITH ACCEPTED 9. FASTENER SPADING ALSO APPLIES TO STAGGERED PER FIGURE BELOW. ENGINEERING PRACTICE. TABULATED VALUES SOUTHERN PINE, DOUGLAS-FIR LARCH, AND BASED ON 300 Ibs. AND 350 Ibs. FOR 1" HEM -FIR BAND JOIST. AND 1 1/6" EWP RIM BOARD, RESPECTIVELY. LEDGER BOARD FASTENER SPACING AND CLEARANCES: STAGGER FASTENERS IN (2) ROWS 0 0 DI ry 2" MIN. 6O zzi III Nmr LEDGER LAG SCREW, THRU-BOLT OR ANCHOR WITHWASHER 3 SCALE: LEDGER 1" = 1'-0" CONNECTION DETAIL 0 ACCESSIBLE ROUTE 0 =FRAMING PLAN SCALE: 1/4" = 11-0" 4x8 BEAM ON 4x4 POST (4x6 AT SPL GE5) ON SIMPSON 0344 POST BASE ON 18"x18"x8" CONC. PADS (IlYPIGAL) IPJAP DEC -e 2Q19 WC'.' 2 l LG 1i City cf Tukwila BUILL;l1G DiViSiDNI bt8eto7 Ceiz PERMIT CENTER JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN C. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING RENEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION CCMPUANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY AU. CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item 11 06 18 OWNER REVISIONS 0 Z u_ 0 0 >- W Z 0 Ir—n V CITY OF TIKWILA, WASHINGTON Z LL 0 N o co 0 (9 Z_ 2 HANDICAP RAMP and DETAILS PROJECT NO. DESIGN DRAWN ISSUE DATE : 18.108 : RJM : RJM : 09.20.18 A-3.1 PARTIAL EAST ELEVATION SCALE: 1/4" = 1'-0" REMOVE EXISTING OVERHEAD DOORS AND REPLACE WITH STORE FRONT GLAZING / / \ / / / 1 it \ \ \ \ \ / \ \ / / 1 / \ / PARTIAL BUILDING SECTION 'A SCALE. 1/4" = 1'-0" R-35 BATT INSULATION SUSPENDED ACCOUSTICAL CEILING R-21 BATT INSULATION DEC 3.0 265 alb( IfII}� City cf r ,:.0 1VF 1 ., CITY 2856 JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CUENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT NITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, 15 PROHIBITED. ARCHITECT MAINTAINS AU. RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING RENEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SEANCES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN— SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN— NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item 10 24 18 OWNER REVISIONS 11 0618 OWNER REVISIONS CITY OF TIKWILA, WASHINGTON PARTIAL EXTERIOR ELEVATION and BUILDING SECTION PROJECT NO. : 18.108 DESIGN RJM DRAWN : RJM ISSUE DATE : 06.12.19 A-4 NuV 08 2818 PERMIT CENTER 2856 BORED HOLES -MAXIMUM SIZE IN HOLE,60% OF WIDTH 2x4-2.1" (2-1/8") DIA. HOLE 2x6-3.3" (3-5/16") DIA. HOLE NOTCHES -MAXIMUM DEPTH, 40% OF WIDTH. 2x4-1.4" (1-3/16") DEEP NOTCH 2x6-2.2" (2-3/16") DEEP NOTCH 5/8" MIN. EDGE DISTANCE STUD • PORTION OF STUD REMAINING AT NOTCHES OR HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH -REDUCING PROPERTIES SUCH AS KNOTS, SPLITS, EXCESSIVE SLOPE OF GRAIN, ETC. INTERIOR NONBEARING WALLS STUD PENETRATION NO SCALE RJH023 BORED HOLES -MAXIMUM SIZE HOLE, 4096 OF WIDTH 2x4-1.4" (1-3/8") DIA. HOLE 2x6-2.2" (2-3/16") DIA. HOLE BORED HOLES IN DOUBLE STUDS -MAXIMUM SIZE IN HOLE IN DOUBLE STUDS 60% OF WIDTH. NO MORE THAN TWO ADJOINING DOUBLE STUDS TO BE BORED. 2x4-1.4" (1-3/8") DIA. HOLE 2x6-2.2" (2-3/16") DIA. HOLE NOTCHES -MAXIMUM DEPTH, 25% OF WIDTH 2x4-.81" (1/8") DEEP NOTCH 2x6-1.31" (1-3/8") DEEP NOTCH WIDTH 5/8" MIN. EDGE DISTANCE EXTERIOR WALLS AND BEARING WALLS STUD C. STUD PENETRATION DETAIL \ L J NO SCALE 2 i CI I NOTCHES WITHIN 1/3 SPAN FA=M END 2x SOLID SLOCKING (EXCEPT WHERE ENDS OF JOINTS ARE NAILED TO A HEADER. BAND OR. RIM JOIST OR TO AN ADJOINING STUD OR BY OTHER APPROVED MEANS) NOTCHES NOT PERMITTED WITHIN THIRD OF SPAN, SUT BORED HOLES BORED HOLES ARE ALSO PERMITTED XPERMITTED X ) � STANDARDJOIST RJHOa COMPOSITION ROOFING OVER 1/2" PLYWOOD SHEATHING OVER 2x8 RAFTERS AT 24" O.G. WITH 5/8" GYPSUM WALL BOARD 1x8 CEDAR FASCIA DOUBLE 2x4 TOP PLATE 1/2" GYPSUM WALL BOARD BOTH SIDES ON METAL STUDS AT 16" O.G. WALL SECTION ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x4 METAL STUDS AT 16" O.G. WITH 1 1/4" I Yrt W DRYWALL SCREWS 12" O.G. JOINTS STAGGERED 16" 0.0 ON OPPOSITE SIDES (LOAD -GEARING) GA FILE NO. WP 3514 ONE HOUR WALL ASSEMBLY EXTERIOR SIDE: (1) LAYER 48" WIDE 5/8" I Trt 'X' GYPSUM SHEATHING APPLIED PARALLEL TO 2X4 METAL STUDS WITH 1 3/4" GALVINIZED ROOFING NAILS, 0.120" SHANK, 1/16" OR 1/2" HEADS. 4" O.G. AT VERTICAL JOINTS AND 1" O.G. AT INTERMIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. INTERIOR SIDE: ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD, WATER RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 64 COATED NAILS, 1 '1/8" LONG, 0.915" SHANK, 1/4" HEADS 1" O.G. (LOAD -BEARING) GA FILE NO. WP 8105 ONE HOUR WALL ASSEMBLY SCALE:1 1/2' = 1'-0" 48" MIN. (2) - 164 AT 12"0.G. 2x SPLICE 2x STUDS AT 6' O.G. (TYPICAL) 2 X SPL ICE f TOP PLATE SPLICE DETAIL RJ403H 1/2" GYPSUM WALL BOARD BOTH / ) SIDES ON 2x4 STUDS AT 16" O.G. 0.22 x 3" RAMSET WITH 1 1/2" EMBEDMENT INTO SLAB EXISTING CONCRETE SLAB —\\ nvJWALL 8 SCALE.1"=1.-0" SECTION FACE OF WALL #12 WIRE HANGERS EACH WAY, SECURE ABOVE (TYPICAL) CEILING BRACING EACH WAY. OMIT 144 SO. FT. OR LE FIRST POINT OF B WITHIN 6-0" OF #2 WIRE HANGERS 8" MAX. FROM WAL FOR ALL MAIN AND SUSPENDED CEILING 6 J NO SCALE RJM016 12 GAUGE HANGER WIRE AT 4'-0" O.G. WALL 8" ANGLE MAX ll MAIN KUNNER OR CR o C MAX - NO POP RIVETS r AGCOUSTICAL SOARS) 1/8" POP RIVET MAIN RUNNER AT 46" O.G. CR055 TEE PROVIDE 1/4" SPACE AT ALL MEMBERS AT OPPOSING WALL 12 GAUGE SPLAYED BRACING WIRES AT 12'-0" O.G. SUSPENDED CEILING DETAIL '"ALE RJMOT7 10 INTENTIALLY BLANK 3/4" PLYWOOD FLOORING OVER PRESSURE TREATED 2x6 JOIST AT 16" O.G. WITH A35 CLIPS AT 24" O.G. P.T. 2x6 RIM JOIST EXISTNG CONCRETE SLAB RAISED FLOOR DETAIL SCALE: 1"=1'-O" W R-38 BATT INSULATION SUSPENDED AGCOUSTIG CEILING AL FIRE BLOCKING AT 10'-0" HORIZONTALLY PARTIAL BUILDING SECTION 'B' SCALE: 1/4" = 1'-0" 24"X36" MIRROR i fa m D 1 Dwail TYPE ICOUNTER BRACE SCALE: 3/8" = 1-0" NOTES: 1. VANITY OR LAVATORY IN/ KNEESPACE (PER DETAIL THIS SHEET) CAN ENCROACH INTO THE REWIRED CLEAR FLOOR SPADE o WATER CLOSET. 2. FLUSH CONTROL SHALL BE MOUNTED FOR USE FROM THE WIDE SIDE OF THE WATERCLOSET AREA 3. PROVIDE THERMAL JACKET PROTECTION AT ACCESSIBLE UNDER COUNTER HOT WATER AND DRAIN LINES PER COPE. RESTROOM 101 J 108 SIMILAR ry EYP Xi �I- DEC 40 LAIC 14( City cf l eI-3 b18e0207 Lir NuV 08 231 r i REGISTERED ARCHITECT JOHN G. NASON ATE OF WASHINGTON JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE 111IS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CUENT INDICATED. REPRODUCTION CR USE OF THIS DOCUMENT VATHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. UABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING RENEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. D0 NOT SCALE DRAWNGS. REVISIONS No. Dale Item /' \ 102418 OWNER REVISIONS / 2 \ 110618 OWNER REVISIONS CITY OF TIKWILA, WASHINGTON PARTIAL EXTERIOR ELEVATION PROJECT N0. DESIGN DRAWN ISSUE DATE 18,108 RJM : RJM : 06.12.18 A-5 PERMIT CENTER L- (SNREFLECTED 0 =CEILING PLAN SCALE: 1/4" = 1-0" LIGHTING I SCHEDULE MARK QTY ITEM MANUFACTURER MODEL NUMBER O8 HANGING PENDANT (150 WATTS) PLT Eb212 © 4 CONTEMPORARY PENDANT LIGHT 60 WATT INCANDESCENT LAMP ET2 METRO MODERN E20214-12 © EXISTING FIXTURES (NO CHANGE) EXISTING EXISTING O11 24"x48" LED TROFFER LITHONIA 25LTR E H FI LI T I w raj LIG T FI R9 2 HT HT FI - - H FI HT FI - LIG T %• - LIG T w LIGHT I w —4 LI T i w - 7/- HT FI - F F I —__— -- J I HT FI - FI HT FI - HT Ft HT Ogler J Ri 4 r>_c a 02019 NC`;20218 Ci y of Tukwila Iflrc%Ills-� CiTY Nth/ 08 22:8 PElRM T CENTER 2856 JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWNG PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN— SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN— NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item 11 06 18 OWNER REVISIONS V z 0 0 W z 0 v / z 0 o cn o _ co L.L. O _ oo z Z s cc O)Z >-}Q R � Q, 0 W<OCC og Z iz M O Z F-0z8 o co°)1N ENLARGED OFFICE FLOOR PLAN PROJECT NO. . 18.108 DESIGN : RJM DRAWN : RJM ISSUE DATE : 06.12.18 A-6 26'-2„ 22'-5" 15-3" 33'-5" WAREHOUSE 116 SPRINKLER 117 CSOFFICE 0 FLOOR PLAN SCALE: 1/4" = 1'-0" EXISTING OFFICE 2571 SQJARE FEET PROPOSED OFFICE 1414 5GIJARE FEET TOTAL OFFICE 3455 SOLARE FEET EXISTING WAREHOUSE DOOR PEDESTAL INK OR GOUNTE- W/ OPEN BASE AND EN •- SUPPORT TO PROMWHEELCHAIR TOE G = - GE AS INDIGA 25-0" 30x68 r 3'-0" SECURE STORAGE A-5 14'-6" 6/Ox4/0 OFFICE 114 W-6" 30x6e. CONFERENCE 111 MEDIA WALL (PROVIDE BACKING) 30x69 I L__1 L_ KITCHEN iOq SINK -11 rn II II II 1 II II II n I TABLE SPACE Ir— //�—�;\ U I'i RR \1\I 1k 10i q.-5„ RR 105 MEC 106 / V SION 1PANEL 30x68 PEDES COUN AND END PROVIDE TOEG INDIGA 30x613 OFFICE 112 SINK OR W/ OPEN BASE PPORT TO EELGHAIR GE AS ICAL U 30x66' L= 30x65 OFFIC 113 DISPATCH 110 FILFT Plan review a,Cp; oval i3 subjoct to art:c k"'� -rs. Approval of c :; ,, :: 1 ` L^ ui„$ C.;cs :;_: L y- the violaiicn cl or cr -,-_, of approved Fiai!) o?Y i . ond:; ans i� ac;:c_ •,� , d Permit i`"o By: Date: OFFIG 101 of Tukwila t, ING DIVISION • PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By: ?mite Date: EMPLOYEE CLOTHES DRYER 34'-q" 1 EXIS11k* ELECTRICALI PANEL OFFICE 104 OFFICE 103 43 q/6x4/0 HIGH WINDOW (SAFETY GLASS) 4'-0" 5'-0" 4'-0" 6-0" DN 6 f 1 30xee 4'-0" 1. 2' A-5 '-0 6" RAISED PLATFORM 30" HIGH SALES DESK SALES 115 10/0 X 5/0 WINDOW 14-q" COUNTER A-5 STOREFRONT GLAZING (SEE ELEVATION) 1 _------ 1:12 RAMP SLOPE 10'-5" RAILING ADA COUNTER UP 34" WITH 21" CLEARANCE UNDER 42" HIGH COUNTER DISPLAY 110 14'-0" STOREFRONT GLAZING (SEE ELEVATION) X SAF A G PANIC HARDWARE POR H ON f Si E;v DEC 3.0 20t9 OFFICE 102 6'-R„ 6" CONCRETE WHEEL STOP 12 RAM SLOPE A-5 42" HIGH RAILING EXISTING 48— CRETE 9 F EVISIONS J No cheo - . c r . =da to the SC of s- • . • - ^provRl of 3 . : • i-.Z Olvisfon I fI- _..sa:atic:reanow wan suk I r, d ;y ir,,:u.:1a ad:;:tional plan review fe 6" CONCRETE WHEEL STOP 45" SIDEWALK .11 in LEVIEwEDFORDE COMPLIAEAPPROVED OCT 31 2018ity of TukwilaLDING DIVISION tt iriE ISION ICI. 7 RECEIVED CITY OF TUKW1LA OCT 29 2018 PERMIT CENTER 2856 REGISTERED ARCHITECT 'JOHN G. NASON TATE OF WASHINGTON JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CUENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, 15 PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY UNIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOS SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. D0 NOT SCALE DRAWINGS REVISIONS No. Date Item 1 CITY OF TUKWIIA 082316 PLAN REVIEW / \ 10 24 18 OWNER REVISIONS CITY OF TIKWILA, WASHINGTON ENLARGED OFFICE FLOOR PLAN PROJECT NO. DESIGN DRAWN ISSUE DATE : 18.108 : RJM :RJM : 06.12.18 A-3 PARTIAL EAST ELEVATION SCALE: 1/4" = 1.-0. REMOVE EXISTING OVERHEAD DOORS AND REPLACE MN STORE FRONT GLAZING T / / \ / / \ \ \ \ / 1 Ii \ / \ / I. / '\ / PARTIAL BUILDING SECTION 'A SCALE: 1/4' = 1.-0" 6" OF SPRAY IN FOAM (R-6.5 PER INCH) = R-39 R-21 BATT INSULATION a, EXPIi' DEC a.0 2149 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 312018 City of Tukwila BUILDING DIVISION b19e0207 RECF.P E1 CITY OF TUKWILA JOHN G. NASON ARCHI TECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWNG PACKAGE PREPARED FOR PERMITTING RENEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN— SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN— NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item 1 10.24.18 OWNER REVISIONS 0 0 0 ct >- W Z 0 CITY OF TIKWILA, WASHINGTON PARTIAL EXTERIOR ELEVATION and BUILDING SECTION PROJECT NO. : 18.108 DESIGN : RJM DRAWN : RJM ISSUE DATE : 06.12.18 A-4 OCT 2 2018 PERMIT CENTER BORED HOLES -MAXIMUM SIZE IN HOLE,60% OF WIDTH 2x4-2.1" (2-1/8") DIA. HOLE 2x6-3.3" (3-5/16") DR. HOLE NOTCHES -MAXIMUM DEPTH, 40% OF WIDTH. 2x4-1.4" (1-5/16") DEEP NOTCH 2x6-2.2" (2-3/16") DEEP NOTCH 5/8" MIN. EDGE DISTANCE STUD • PORTION OF STUD REMAINNG AT NOTCHES OR HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH -REDUCING PROPERTIES SUCH AS KNOTS, SPLITS, EXCESSIVE SLOPE OF GRAN, ETC. INTERIOR NONBEARING WALLS COSTUD PENETRATION NO SCALE RJM023 BORED HOLES -MAXIMUM SIZE HOLE, 40% OF WIDTH 2x4-1.4" (1-3/8") DIA. HOLE 2x6-2.2" (2-3/16") DIA. HOLE BORED HOLES IN DOUBLE STUDS -MAXIMUM SIZE IN HOLE N DOUBLE STUDS 60% OF WIDTH. NO MORE THAN TWO ADJOINING DOUBLE STUDS TO SE BORED. 2x4-1.4" (1-3/8") DIA. HOLE 2x6-2.2" (2-3/16") DIA. HOLE NOTCHES -MAXIMUM DEPTH, 25% OF WIDTH 2x4-.81" (1/8") DEEP NOTCH 2x6-1.31" (1-3/8") DEEP NOTCH WIDTH 5/8" MIN. EDGE DISTANCE EXTERIOR WALLS AND BEARING WALLS STUD STUD PENETRATION DETAIL \ 2 NO SCALE RJMOZI 1 Q�I NOTCHES WITHIN 1/3 SPAN EACH END 2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS ARE NAILED TO A HEADER. BAND OR RIM JOIST OR TO AN ADJONING STUD OR BY OTHER APPROVED MEANS) Q NOTCHES NOT FERMI I tL WITHIN THIRD OF SPAN, BUT BORED HOLES BORED HOLES ARE ALSO PERMITTED XPERMITTED X � STANDARD RJH025 COMPOSITION ROOFING OVER 1/2" PLYWOOD SHEATHING OVER 2x8 RAFTERS AT 24" O.G. WITH 5/8" GYPSUM WALL BOARD 1x8 CEDAR FASCIA DOUBLE 2x4 TOP PLATE 1/2" GYPSUM WALL BOARD BOTH SIDES ON METAL STUDS AT 16" O.G. (10 WALL SECTION ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BABE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x4 METAL STUDS AT 16" O.G. WITH 11/4" TYPE W DRYWALL SCREWS 12" O.G. JOINTS STAGGERED 16" 0.0 ON OPPOSITE SIDES (LOAD -GEARING) GA FILE NO. WP 3514 ONE HOUR WALL ASSEMBLY SG1 172�1��/ EXTERIOR SIDE: (1) LAYER 48" WIDE 5/8" 11 rt X' GYPSUM SHEATHING APPLIED PARALLEL TO 2x4 METAL STUDS WITH 1 3/4" GALVINIZED ROOFING NAILS, 0120" SHANK, 1/16" OR 1/2" HEADS, 4" O.G. AT VERTICAL JOINTS AND 1" O.G. AT INTERMIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. v X INTERIOR SIDE: ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD, WATER RESISTANT GYPSUM BACKING BOARD, OR. GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6d COATED NAILS, 1 1/8" LONG, 0.8115" SHANK, 1/4" HEADS 1" O.G. (LOAD -BEARING) GA FILE NO. WP 8105 ONE HOUR WALL ASSEMBLY SCALE:1 1/2' = 48" MIN. (2) - 1641 AT 12"0.G. 2x SPLICE 2x STUDS AT e' O.G. ) (TYPICAL) 2 X 5PL ICE � TOP PLATE SPLICE DETAIL \! SCALE = 1"=1-O" RJMO2& f A E 1/2" GYPSUM WALL SIDES ON 2x4 STUDS 0.22 x 3" RAMSET 1 1/2" EMBEDMENT EXISTING CONCRETE BOARD BOTH AT 16" O.G. / ) 4 WITH NTO SLAB SLAB WALL SCALE: 1"=1'-O" SECTION "1 "J FACE OF WALL 812 WIRE HANGERS A4_48" 0.Q. EACH NAY, SECURE TO STRUCTURE ABOVE (TYPICAL) CEILING $RAGING FArM WAY. OMIT 144 50. FT. OR LE FIRST POINT OF B WITHIN 6'-0" OF 2'-0" Op. ERE IS LOCATE ING L+ + 82 WIRE HANGERS T PEREMITER 8" MAX. FROM Wad 1, TYPICAL FOR ALL MAIN AND GROSS R}/NNERSF `' SUSPENDED CEILING `') NO SCALE RJM016 12 GAUGE HANGER WIRE AT 4'-0" O.G. MAIN RUNNER AT 48" O.G. CROSS TEE 1/8" POP RIVET PROVIDE 1/4" SPACE AT ALL MEMBERS AT OPPOSING WALL 12 GAUGE SPLAYED BRACING WIRES AT 12'-0" O.G. O SUSPENDED CEILING DETAIL NO SCALE RJMOT7 10 INTENTIALLY BLANK NO SCALE 3/4" PLYWOOD FLOORING OVER PRESSURE TREATED 2x6 JOIST AT 16" O.G. WITH A35 CLIPS AT 24" O.G. P.T. 2x6 RIM JOIST EXISTING CONCRETE SLAB 12 RAISED FLOOR DETAIL ` „ALE 1=1-0„ 6" Oc°Y (R= !'\ R-21 BATT i INSULATION = FIRE BLOCKING AT 10'-0" COMPOSITION HORIZONTALLY }— O \ ry ROOFING 12 12 - \ r \ \ \ / 1 1 1 O \ \ \ / / / / / / 1 1 / / / / / \ \ PARTIAL BUILDING SECTION 'B' SCALE. 1/4" = 1'-0" 24"x42" MIRROR 1/2" METAL TRIM PLASTIC LAMINATE TO 48" A.F.F. EAST ELEVATION SCALE- 3/8" = 1'-0" NOTES: 1. VANITY OR LAVATORY W/ KNEESPACE (PER DETAIL THIS SHEET) CAN ENCROACH INTO THE REQUIRED CLEAR FLOOR SPACE O WATER CLOSET. 2. FLUSH CONTROL SHALL BE MOUNTED FOR USE FROM THE WIDE SIDE OF THE WATERGLOSET AREA 3. PROVIDE THERMAL JACKET PROTECTION AT ACCESSIBLE UNDBR COJNTE R HOT %TER AND DRAIN LNES PER CODE. RESTROOM 108 SIMILAR DEC 3.0 20191 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 • City of Tukwila BUILDING DIVISION oszo7 RECEIVED CITY OF TUKWILA OCT 29 20;8 JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CUENT INDICATED. REPROOUCRON OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPUANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB STE AND NOTIFY THE ARCHITECT OF ANY DIMEN— SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN— NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item 10 24 18 OWNER REVISIONS V Z LL 0 0 >- ce z 1r r / CITY OF TIKWILA, WASHINGTON PARTIAL EXTERIOR ELEVATION PROJECT NO. DESIGN DRAWN ISSUE DATE 18.108 : RJM : RJM : 06.12.18 A-5 PERMIT CENTER PROJECT TEAM: PROPER-Y OWNER STONENIAY ROOFING, INC. 19020 HINIAY 99 LYNNWOOD, WASHINGTON 98136 (206) 632-1820 No chcn: 3 of L1,... . E37:: F.,. 'PIP ;Cope Iot 2856 REGISTERED ARCHITECT JOHN G. NASON STATE OF WASHINGTON PROPERTY ADDRESS 511 STRANDER BLVD. TUKWILA, WASHINGTON 98188 ARCHITECT JOHN G. MASON NASON C ASSOCIATES P.0,. BOX 1385 COVINGTON, WASHINGTON 98042 (206) 418-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR. SINGLE U5E PURP05ES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF DESIGN SYSTEMS UNLIMITED, NC AND ARCHITECT JOHN 6. NASON, 5 PROHIBITED. ARCHITECT MANTANS ALL RIGHTS UNDER STATE AND r zitRAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PAGKA6E PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR. FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR . FABRICATING ANY WORK DO NOT SCALE DRAWINGS PROJECT DATA PROJECT DESCRIPTION REMODEL AND EXPAND EXISTING OFFICE SQUARE FOOT ANALYSIS EXISTING OFFICE 2511 SQUARE FEET (HEATED SPACE) PROPOSED OFFICE 1414 SQUARE FEET PARKING ZONING OCCUPANCY LOAD TOTAL OFFICE 3985 SQUARE FEET SPACES REQUIRED 21.5 STALLS TOTAL H/G PARKING PROVIDED TOTAL STANDARD PROVIDED 2 STALLS 25 STALLS TOTAL PARKING PROVIDED TYPE OF CONSTRUCTION: TYPE OF OCCUPANCY: TYPE OF OCCUPANCY: OCCUPANCY LOAD: SCOPE OF WORK HVAC NO CHANGE INTERIOR LIGHTING BUDGET LIGHTING BUDGET 1614 SQUARE FEET = 1614 WATTS ALLOWED PROPOSED LI6HT5 WATTS (SEE SCHEDULE) = 2 WATTS 1520 WATTS PROPOSED 15 LESS THAN 1614 WATTS ALLOWED VN B M WAREHOUSE OFFICE DISPLAY SALES 21 STALLS WAREHOUSE OFFICE DISPLAY SALES 1/500 51,121 1/100 2,103 1/60 1 282 SQUARE FEET S01JARE FEET SQUARE FEET TOTAL OCCUPANT LOAD CODES AND REFERENCES: (THESE CODES ARE LISTED IN THE TUKWILA SUBMITTAL GUIDELINES. THEY MIGHT NOT ALL APPLY WITH THIS SUBMITTAL BUT THERE MAY ALSO BE ADDITIONAL APPLICABLE CODES) 1. AUTOMATIC FIRE DETECTION AND SUPPRESSION SYSTEMS ORDINANCE NO. 1902-R2 2. INTERNATIONAL BUILDING core (IBC), 2015 EDITION AND VAC 51-50 AMENDMENTS. S. 2009 ANSI ACCESSIBILITY CODE 4. INTERNATIONAL FOIE CODE (AFC), 2015 EDITION 4 )DUG 51-54 5. INTERNATIONAL MECHANICAL COPE (MC), 2015 EDITION 4 PAC 51-52 b. NATIONAL ELECTRICAL DOPE (NEC), 2011 EDITION 4 WAC 296-668-010 1. UNIFORM PLUMBING CODE WPC), 2015 EDITION 4 PAC 51-56 t 51-51 8. INTERNATIONAL. ENERGY CONSERVATION CODE MCC.), 2015 EDITION, MC 51-11(G or R) 9. CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS 10. TUKWILA STORMWATER MANAGEMENT MANUAL THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE PROTECT SITE TO BECOME FAMILIAR WITH THE SCOPE OF WORK AND ALL CONDITIONS INVOLVED IN CARRYIN6 OUT HIS WORK 2. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. 9. CONTRACTOR SHALL SCHEDULE WORK TO AVOID, A5 MUCH AS POSSIBLE, ANY INCONVENIENCE OF ADJACENT PROPERTIES. AREASS UNDER CONSTRUCTION SHALL BE PROPERLY SCREENED OFF BY TEMPORARY PARTITIONS OR BARRICADES, PER APPLICABLE CODES AND ORDINANCES. 4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION f l FAR OF DIRT AND DEERS AND SHALL STORE CONSTRUCTION MATERtALS AND EQUIPMENT IN AREA-5 DESIGNATED BY THE OM ER. ALL MATERIAL STORED ON THE SITE SHALL BE PROTECTED FROM DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 5. CONTRACTOR B TO VERIFY DIMENSIONS .AND CONDR10N5 SHOWN ON 14. THE PRAWIN65 AND SHALL BE RESPONSIBLE FOR THE JOINING. OF MFS WORK TO THE WORK OF OTHER TRADES. DISGREPANCE ON DRAWN65 OR IN SPEGFIGATIONS, IF ANY. SHALL SE DROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY. 6. CONTRACTOR SHALL CHECK WITH THE OWNER FOR STAGING AREA AND SECURITY REGULATIONS. 1. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL SE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 8. DIMENSIONS ON DRAWN65 ARE TAKEN TO THE FACE OF MASONRY AND/OR CONCRETE WALLS, TO THE FACE OF 5T1D5, AND TO THE GBNTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR PILL PROVIDE IN HIS PROPOSAL MIY MISCELLANEOUS ITEMS THAT MAY NOT Ee COVERED IN THE PLANS AND SPECIFICATIONS, BUT ARE NECESSARY TO PROVIDE A COMPLETE AND WORKABLE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORONATION OF ALL WORK. 11. AT WOOD STUD PARTITIONS THAT DO NOT EXTEND TO STRUCTURE ABOVE, PROVIDE BRACING TO STRUCTURE AND ABOVE TO PROVIDE FOR EQUIVALENT SUPPORT OF PARTITION. 12. PROVIDE CLOSURE, MEETING THE RF_QUIREMFNTS OF THE GOVERNN6 FIRE AUTHORITIES, BETWEEN ALL FIRE -RATED BUILDING PARTITIONS AND ANY PENETRATN6 DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT. 19. EACH CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS THROUGH NEW CONSTRUCTION FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL VERIFY SIZE AND LOCATION. 14. EACH CONTRACTOR -FURNISHED ITEM SHALL BE SUPPLIED WITH THE REQUIRED MECHANICAL AND ELECTRICAL SERVICES TO PROVIDE OPERATION OF ITEM(S) FURNISHED. 18.56 21.0E 21.56 66.95 1b. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TO PERFORM THE WORK. MERE INSTALLATION AND/OR CONNECTION OF EQUIPMENT IS NOT SPECIFIED AND WHERE SUCH CONNECTION AND/OR INSTALLATION 5 REQUIRED FOR. A COMPLETE AND OPERABLE FA DUTY. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR SUCH INSTALLATION AND/OR CONNECTION. 1l. 15. 20. 21. 22. 23. 24. 25. 26. 21. PLANS WHICH APPEAR AS BACKGROUNDS ON CAL, STRUCTURAL, PLUMBING, HVAC AND ELECTRICAL CRAPPIE ARE FOR THE PURPOSE OF ILLUSTRATING GENERAL PLAN CONFIGURATION ONLY. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTON OF THE WORK THE GENERAL CONTRACTOR AND RCT'GCTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF MECHANICAL AND ELECTRICAL WORK. MECHANICAL AND ELECTRICAL DR.n4es ARE THE RESPONSIBILITY OF THE RESPECTIVE SUBCONTRACTORS. CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS FOR ACCESS REQUIRED FOR THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONGEALED VALVES, DAMPER CONTROLS, AND FIRE DAMPER LINKAGE. OBTAIN ARCHITECTS APPROVAL N LOCATING ACCESS DOORS. ALL PIPING, CONDUIT, DUCTS, ETC., SHALL BE FURRED N ALL FINISHED ROOMS. PLACE NO MAINS, PIPING, CONDUIT, OR OBSTRUCTIONS OF ANY KIND 5O AS TO IMPAIR GIVEN GEIUNG HEIGHTS AND CLEARANCES. FRAME DUCT OPENINGS IN STUD INN I F. WITH DRYWALL STUDS, SO THAT THE °PE]NN& SHALL ALLOW NOT MORE THAN 1/2 INCH CLEARANCE BETWEEN FRAME AND DUCT. ALL DIMENSIONS DETERMINED BY EQUPMENT OR CABINETRY ARE TO BE CHECKED AND VERIFIED WT1N EQUIPMENT OR CABINETRY DIMENSIONS. MECHANICAL EQUIPMENT SHALL BE ISOLATED FOR SOUND AND VIBRATION. ALL DUCTWORK AND PIPING SHALL BE ISOLATED FOR SOUND AND VIBRATION WHEN SUSPENDED FROM THE STRUCTURE ABOVE. ALL DOORS NOT LOCATED BY DIMENSION OR PLANS OR DETAILS SHALL BE 4' FROM FACE OF STUD TO EDGE OF DOOR OPENING, OR CENTERED BETWEEN ROOM PARTITIONS AS SHOYW LNLE55 OTHERWISE NOTED. ALL. WOOD IN CONTACT PITH CONCRETE OR MASONRY SHALL HAVE A PRESERVATIVE TREATMENT. Si• PeMM O SITE PLAN SCALE: 1.� r -0�, TAX ACCOUNT NUMBER: 02.2330-0010 BLUE BACKGROUND WITH WHITE SYMBOL AND LETTERING 1" WHITE LETTERS WITH STANDARD WORDING PER HANDICAPPED CODE REQUIREMENTS 2" DIAMETER STEEL POST CENTERED ON H.G. STALL CONCRETE FOOTING tr 1 RESERVED yr- i H.C. PARKING SIGN SCALE: 1/2" = 1-0" C'i I h - 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 9 0 •1'2 REQUIRED 25 PARKING STALLS 2) HIC STALLS (SEE A-3) a L a a EXISTING OFFICE PROPOSED ADDITION Ft a 0 e 0 • e a a • HAND RAILS EXTEND 12" BEYOND TOP MD BOTTOM OF RAMP BOTH 5112E5. D_ RAMP & STAIR HANDRAIL EXTENDS 23" ON ONE SIDE, TOP AND BOTTOM AND 12" TOP AND BOTTOM ON OTHER SIPE. (NOTE GENERALLY INSTALL LONGER EXTENSION AGAINST A WALL LOCATION. NOSING 1/2" RADIUS MAX. FILE -1 Per: - Plan review z. Approval c; c . the violation cf cr. • of approved Fo,J C By: Date: EXPJIRED DEC 9.0 203 City cf TrI:�k;, ;:3 BUILDING LJV;3 ON ;._.:...._..: 3 GRID FOR LAYOUT ONLY - NOT TO BE PAINTED PAINT SYMBOL WITH 4•' WHITE STRIPE Ir Nip AT PARKING rTh HANDICAPPED VAN STALL `) SCALE: 1/2' = 1'-0' 1iitch; '':G i_ JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPIRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING RENEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERNCES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item ACITY OF TUKWILA 08 23 18 PLAN REVIEW 5,Cf_: f /• 2113 z $J gg o Chi r,f i .1 Z' Cy SITE PLAN, PROJECT DATA and INDEX OF DRAWINGS PROJECT NO. : 18.108 DESIGN : RJM DRAWN : RJM ISSUE DATE : 06.12.18 Al 15. EACH CONTRACTOR SHALL VERIFY ALL ROUGH-N DIMENSIONS FOR EQUIPMENT FURNISHED AND INSTALLED BY HIMSELF OR OTHERS. PUBLIC WORKS NOTES: 1. IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF HEATH GUIDELINES FOR GROUP A PUBLIC WATER SYSTEMS, PUBLIC WORKS IMPLEMENTED A CROSS -CONNECTION CONTROL PROGRAM TO PROTECT THE PUBLIC WATER SYSTEM FROM CONTAMINATION VIA GROSS -CONNECTION. THE CITY HAS DETERMINED THAT THE ANDOVER DISTRIBUTION CENTER BUILDING 'A' (STONEWAY ROOFING BUILDING) HAS DEFICIENCIES ON DOMESTIC, FIRE, AND IRRIGATION BACKFLOW DEVICES; REQUIRING THE FOLLOWING UPGRADES. A) DOMESTIC WATER SERVICE A REDUCED T''RECCURE PRINCIPAL ASSEMBLY (RPPA), PREVIOUSLY GM I PT) A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA), SHALL BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE EXISTING 1-INCH DOMESTIC WATER METER. INSTALLATION AT ANOTHER LOCATION REQUIRES APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. THE RPPA SHALL BE INSTALLED IN A HOT BOX/HOT ROCK OR EQUAL FREEZE PROTECTION ENCLOSURE ANCHORED TO A MINIMUM 4" THICK CONCRETE PAD. PUBLIC. WORKS RECOMMENDS, BUT DOES NOT REQUIRE, A POWER SUPPLY FOR THE FREEZE PROTECTION ENCLOSURE. PLEASE SPECIFY RPPA SIZE, MANUFACTURER, AND MODEL NUMBER ON A PLAN SHEET AND SUBMIT A CUT SHEET FOR THE PROPOSED DEVICE. SHOW LOCATION OF THE NEW RPPA ON A PLAN SHEET. 5) LANDSCAPE IRRIGATION THE ANNUAL TEST REQUIRED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH FOR THE EXISTING 2-INCH IRRIGATION BACKFLOW DEVICE (DGVA) 15 OVERDUE FOR TESTING. PLEASE HAVE THE BACKFLOW DEVICE TESTED BY A CERTIFIED TESTER AND SUBMIT PASSING TEST REPORTS TO PUBLIC WORKS. G) FIRE PREVENTION INSTALL A STORZ ADAPTER ON THE EXISTING FIRE DEPARTMENT CONNECTION (FOG). THE FDC 15 LOCATED AT THE ENTRANCE TO 569 STRANDER BLVD. REFER TO PUBLIC WORKS BULLETIN C5 (DESIGN AND INSTALLATION REQUIREMENTS FOR CR055 CONNECTION CONTROL), WHICH SPELLS OUT DESIGN AND INSTALLATION REQUIREMENTS FOR GRO55 CONNECTION CONTROL. THE PUBLIC WORKS DIRECTOR WILL WITHHOLD ISSUANCE OF THIS TENANT IMPROVEMENT PERMIT UNTIL THE BACKFLOW ISSUES ARE RESOLVED (OR) THE PERMIT CENTER RECEIVES PLANS FOR THE SUBJECT BACKFLOW TERMS. APPLICANT CAN POST A BOND FOR THESE ITEMS IN THE AMOUNT EQUAL TO 150% OF THE DESIGN, INSTALLATION, AND TESTING COST OF REQUIRED BACKFLOWS TOGETHER WITH A LETTER FROM THE OWNER OF THE BUILDING, STATING THE INSTALLATION WILL BE COMPLETED BY A CERTAIN DATE. NOTE: IF YOU NFF17 ASSISTANCE IN LOCATING BACKFLOW IN THE FIELD (AND/OR) HAVE QUESTIONS REGARDING BACKFLOW TESTING, PLEASE CONTACT TODD REEDY, WATER QUALITY SPECIALIST, TUKWILA WATER DEPARTMENT - MINKLER SHOPS, DIRECTLY AT (206) 511-630R. TODD.REEDY®TU K W I LA W A.GOV Q 0 m WAREHOUSE 116 C SEE ENLARGED OFFICE FLOOR PLAN SHEET A-3 RAMP C WAREHOUSE FLOOR PLAN (S)'‘ SCALE: 1/15" = EXPIRED DKC 3.0 2A19 SE!' 2" 2:,2 City of7"ulfwilr BULL G Cs ;`:_::ON bl?r0107 /A An 412'\ti41(114MI12I:( JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CUENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWNG PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN— SONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN— NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item 1 CITYOFTUKVVILA 08 23.18 PLAN REVIEW CITY OF TIKWILA, WASHINGTON OVERALL WAREHOUSE FLOOR PLAN PROJECT NO. DESIGN DRAWN ISSUE DATE : 18.108 : RJM : RJM : 06.12.18 A-2 1 1 1 4416 3/4" TYPICAL ALL FOUR EXIT DOORS IBC 1024.2.6.1 EMERGENCY EXIT SYMBOL THE DOORS SHALL BE IDENTIFIED BY A LOW -LOCATION LUMINA* EMER6ENCY EXIT SYMBOL COMPLYING WITH NFPA 110. THE EXIT SYMBOL SHALL BE A MINIMUM OF 4" N HEIGHT AND SHALL BE MOUNTED ON THE DOOR, CENTERED HORIZONTALLY, WITH THE TOP OF THE NO HIGHER THAN 16" ABP/E THE FINISHED FLOOR. IBC. 1024.2.6.2 DOOR HARDWARE MARKINGS DOOR HARDWARE SHALL BE MARKED WITH NO LESS THAN 16 SOUARE NCHES OF LUMINOUS MATERIAL. Ns MARKNG SHALL BE LOCATED BEHND, IMMEPIATLELY ADJACENT TO OR ON THE DOOR HANDLE AND/OR ESCUTCHEON. WHERE A PANIC BAR 15 INSTALLED, SUCH MATERIAL SHALL BE NO LESS THAN 1 INCH SIDE FOR THE ENTIRE LENGTH OF THE ACTUATING BAR OR TOUCHPAD. IBC. 1024.2.6.3 DOOR FRAME MARKINGS THE TOP AND THE SIDES OF THE DOOR FRAME SHALL BE MARKED WITH A SOLID AND A GONTNUGVS 1 NCH TO 2 NCH WIDE STRIPE. WHERE THE DOOR MOLDING DOES NOT PROVIDE SUFFICIENT FLAT SURFACE ON WHICH TO LOCATE THE STRIPE, THE STRIPE SHALL BE PERMITTED TO BE LOCATED ON THE WALL SURROUNDS* THE FRAME. EMERGENCY ILLUMINATION SHALL HAVE AT LEAST AN AVERAGE 1 FOOT—CANDLE AND A MINIMUM AT ANY POINT OF 0.1—FOOT CANDLE MEASURED ALONG THE PAN OF EGRESS AT THE FLOOR LEVEL. EMERGENCY LIGHTING SHALL ALSO BE REQUIRED EXIST DISCHARGE DOORWAYS. EGRESS PATHS SHALL BE CONTINUOUS TO EACH EXIT. DESIGNATED EGRESS PATHS ARE THOSE THAT SHALL BE LIGHT METER INSPECTED FOR EGRESS ILLUMINATION REQUIREMENTS. (IBC SECTION 101.2.5, 1006 4 1005.1.6) 54'-10 5/4" fi EXITING PLAN SCALE: 1/16" = 1'-0" c4) 161-51/4" ll 26-2 1/4" E C .L' E 1e (B) - ® DEC a.0201S SEC 2 . Lr ti�1 (L City cf BUILL;Y., b(8eOsLO7 �� ���leu�i.r�1 JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CUENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. UABIUTY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING RENEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OLIISSONS OR DISCREPANCIES BEFORE BEQN- NING CR FABRICATING ANY WORK. 00 NOT SCALE DRAWINGS. REVISIONS No. Date Item V Z LL 0 0 uJ Z 0 co CITY OF TIKWILA, WASHINGTON z 0 co co O EXISTING PLAN PROJECT NO. DESIGN DRAWN ISSUE DATE : 18.108 :RJM :RJM : 08.23.18 A-2.1 26'-2 22'-5" 55'-5" WAREHOUSE 116 SPRINKLER 117 EXISTING WAREHOUSE DOOR 1 0 OFFICE CTFLOOR PLAN SCALE: 1/4" 1'-0" EXISTING OFFICE 25/1 SQUARE FEET PROPOSED OFFICE 1414 SQUARE FEET TOTAL OFFICE 3985 SQUARE FEET CONFERENCE 111 MEDIA WALL (PROVIDE BACKING) 30x65 L_/1I KITCHEN 109 7.-5„ rTit RR \,\ \ \ 10-1 / \\ // 1.4 I11 III III III III III 111 III III Il 44III 10" N TABLE SPACE 6'-8 7-7' 14'-6 r SECURE STORAGE OFFICE 112 11 VISION PANEL 30x66 PEDESTAL 51 COUNTER A/ AND END SUF JK OR OPEN BASE PORT TO PROVIDE NIHEELCHAIR TOE CLEARANCE AS INDICATED TELEPHONE PANEL rr 23'-0" PEDESTAL SINK OR COUNTER W/ OPEN SASE AND END SUPPORT TO PROVIDE WHEELCHAIR TOE CLEARANCE AS INDICATED 5 R 105 -J EMPLOYEE CLOTHES DRYER =11 I MECHANICAL 106 OFFICE 101 OFFI 115 30x681 B DISPATCH 110 11 EXISING ELECTRIGAILIPAN L I 6/Ox4/0 OFFICE 114 9/6x4/0 HIGH NINDOW (SAFETY SLAW 4'-0" 6'-0" 30x68 30x65 EXISTING CONCRETE 5 4'-0" #4, 2 -8 2 rt1 DN6 6" RAISED PLATFORM 30" HIGH SALES DESK SALES 115 10/0 X 5/0 WINDOW 14'-9 COUNTER ADA COUNTER UP 34" WITH 29" CLEARANCE UNDER 1 42' HIGH COUNTER DISPLAY 110 14'-0" 7 / STOREFRONT GLAZING (SEE ELEVATION) 54'-9" OFFICE 104 I 1- Q—? n 1:12 RAMP SLOPE 5'-0" 10'-5" OFFICE 103 OFFICE 102 5'-0" n RAILING 6,-9" LO STOREFRONT GLAZING (SEE ELEVATION) 0--i 5AF PANIC HARDWARE PORCH DM 2 �_ 42" HIGH RAILING EX?IRE 45" SIDEWALK )EC .V 7t(q 6" CONCRETE WHEEL STOP CE; t; n 41 Ja-," s, ... , . c cf T BUit L RECEIV CITY OF TU 6" CONCRETE NHEEL STOP - 8,-9, ':12 RAM SLOPE, SEP 2 1 PERMIT CE TRh`_ EG WILA 2018 VTER JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CUENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT VATHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MNNTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWWNG PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE ID CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. 00 NOT SCALE DRAVANGS. REVISIONS No. Date Item A1 CITY OF TUKWMLA 0823.16 PLAN REVIEW CITY OF TIKWILA, WASHINGTON ENLARGED OFFICE FLOOR PLAN PROJECT NO. DESIGN DRAWN ISSUE DATE : 18.108 : RJM : RJM : 06.12.18 A-3 1x6 TREX (OR SIMILAR) DECKING 2x SOLID BLKG. (PRESSURE TREATED) FLOOR. JOISTS (PRESSURE TREATED) BEAM PER PLAN 2x4x12" WITH (2) 16d NAILS TO COLUMN and BEAM POST PER PLAN (P.T.) MABZ - SEE PLAN FOR POST SIZE 2-1 SEE PLAN EiTh ISOLATED FOOTING J SCALE = 1=11-0" RJM010 4" CONCRETE SLAB OVER 4" CLEAN, FREE DRAINING SAND OR GRAVEL 1x6 TREX DECKING OVER 2x8 PRESSURE TREATED DECK JOIST AT 16" O.G. WITH SIMPSON U28 JOIST HANGERS PRESSURE TREATED LEDGER EXISTING GRADE f4 =4 BARS A6 36" 0.C. WITH N4 BAR CONTINUOUS TOP and BOTTOM 16" ry 8" WOOD/CONC. RAMP DETAIL SCALE = 1"=11-0" 2x6 GAP RAIL 2x4 TOP RAIL 2x2 PICKET AT 5-1/2" O.G. (MAX.) 4x4 POST AT •T2" O.G. 1x6 SPACED DECKING 2x4 BOTTOM RAIL (2) 1/2" DIA. THRU BOLTS AND WASHERS 2x RIM JOIST 2x FLOOR JOIST SECTION JOIST ALIGN GUARD POST AT JOIST LOCATIONS GUARD POST RIM JOIST HOLD-DOWN ANCHOR AT JOIST LOCATIONS PLAN VIEWS LJ GUARD POST TO RIM JOIST DETAIL LJ SCALE: 3/4" = 1'-0" JOIST GUARD POST RIM JOIST HOLD-DOWN ANCHOR BETWEEN JOIST hf(b� p IV/ a r s « rout em4fhln 3t1 to33`'G+bO —410` `-.'edr wise-% Pe wee' o4 $" 2,73C jct .2 a-, lotte.S" R 4154 FASTENER SPACING FOR A SOUTHERN PINE, DOUGLAS FIR -LARCH, OR HEM -FIR LEDGER AND A 2-INCH NOMINAL SOLID -SAWN SPRUCE -PINE -FIR BAND JOIST OR EWP RIM BOARD (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 FSF) JOIST SPAN RIM BOARD OR BAND JOIST 6'-0" and LESS 6'-1" to 8-0" 8'-1" to 10'-0" 10'-1" to 12'-0" 12'-1" to 14'-0" 14'-1" to 16'-0" 16-1" to 18'-0" CONNECTION DETAILS ON -CENTER SPACING OF FASTENERS 1/2" DIAMETER LAG SCREW WITH 15/32" MAXIMUM SHEATHING 1" EWP (6) 24" " 3030" 15" 21" 23" 14" " 1818" 12" 14" 15" 10" 1" 13" 9" 10" 11 8" 9" 10" 1 1/EWP (6) 1 1/2" LUMBER (1,9) 1/2" DIAMETER LAG SCREW WITH 1S/32" MAXIMUM SHEATHING 1" EWP (6) 1 1/8" EWP (6) 1 1/2" LUMBER (1A) 24" 28" 36" 18" 21" 36" 14" 16" 34" 12" 14" 29" 10" 12" 24" 9" 10" 21" 8" 9" Er 1/2" DIAMETER BOLT WITH 15/32" MAXIMUM SHEATHING AND 1/2" STACKED WASHERS 1" EWP (6) 1 1/8" EWP (6) 1 1/2" LUMBER (9,9) 24" 28" 36" 18" 21" 36" 14" 16" 29" 12" 14" 24" 10" 12" 21" 9" 10" 18" 8" 9" 16" NOTES: 1. THE TIP OF THE LAG SCREW SHALL FULLY 5. DECK LEDGERS SHALL BE MINIMUM 2x8 "I. A MIN. 1"x9 1/2" DOUGLAS-FIIR LAMINATED EXTEND BEYOND THE INSIDE FACE OF THE PRESSURE -PRESERVATIVE -TREATED NO. 2 LUMBER RIM BOARD SHALL BE PERMITTED BAND JOIST. GRADE LUMBER, OR OTHER APPROVED IN LIEU OF THE 2' NIMINAL BAND JOIST. MATERIALS AS ESTABLISHED. 2. THE MAX. GAP BETWEEN THE FACE OF THE 8. WOOD STRUCTURAL PANEL SHEATHING, LEDGER BOARD AND FACE OF THE WALL 6. WHEN SOLID -SAWN PRESSURE PRESERVATIVE GYPSUM BOARD SHEATHING, OR FOAM SHEATHING SHALL BE 1/2" -TREATED DECK LEDGERS ARE ATTACHED SHEATHING NOT EXCEEDING ONE INCH TO ENGINEERED WOOD PRODUCTS (MIN. 1" THICKNESS SHALL BE PERMITTED. THE MAX. 3 LEDGERS SHALL BE FLASH OR CAULKED THICK WOOD STRUCTURAL PANEL BAND DISTANCE BETWEEN THE FACE OF THE TO PREVENT WATER FROM CONTACTING THE JOIST OR STRUCTURAL COMPOSITE LUMBER LEDGER BOARD AND THE FACE OF THE HOUSE BAND JOIST. INCLUDING LAMINATED VENEER LUMBER), THE BAND JOIST SHALL BE ONE INCH. LEDGER ATTACHEMENT SHALL BE DESIGNED 4. LAG SCREWS AND BOLTS SHALL BE IN ACCORDANCE WITH ACCEPTED 9. FASTENER SPADING ALSO APPLIES TO STAGGERED PER FIGURE BELOW. ENGINEERING PRACTICE. TABULATED VALUES SOUTHERN PINE, DOUGLAS-FIR LARCH, AND BASED ON 300 Ibs. AND 350 Ibs. FOR 1" HEM -FIR BAND JOIST. AND 1 1/8" EWP RIM BOARD, RESPECTIVELY. LEDGER BOARD FASTENER SPACING AND CLEARANCES: STAGGER FASTENERS IN (2) ROWS a O n 4I O n 2„ MIN. OO b- ILLL v CO zii fit i i Nor LEDGER LAG SCREW, THRU-BOLT OR ANCHOR WITH WASHER \ LEDGER SCALE- 1" = 1'-0" CONNECTION DETAIL R •1155 el-, i, irkova ha viz) \ \ -3.1 L \ \ L 1 5'-0' 11 1: RAILIP I LO 4, I I J 5'-0" 1:12 RAMP SLOPE 10'-5" 3 t1rtir 711l 4 IL IL O 2x _J PRESSURE 'TREATED 2x8 DEC< JOIST T 12" O.G. WITH SOLID LOCKING OVER BEAM nd AT MID SPAN 4x8 BEAM ON 4x4 POST (4x6 AT SPLICES) ON SIMPSON GB POST BASE cpN 18"x18"x8" CON PADS (TYPICAL) PRESSURE TREATED 2x8 DEC< JOIST IAT 16" O.G. WITH SOLID BLOCKING OVER BEAM and AT MID SPAN 4" CONCRETE SLAB WITH 8"x12" TIHICKENED SLAB EDGE PROVIDE NON SLIP BR FINISH I i 12 RAM SLOPE/ 1 III II f k1 I F 48" SIDEWALK -3.1 AT16"O HANGE 4x8 BEAM ON 4x4 POFT (4�f6 AT 5PL GE5) ON SIMPSON C.i 44 POST BASE ON 18"x18".c8" C. PADS (frYPIGAL) 8,-9„ ,ACCESSIBLE ROUTE � =FRAMING PLAN SCALE: 1/4" = 1'-0" • 4" GONG' WITH 85(12" SLAB EDGE NON SLIP B 32-4" SLAB ICKENED PROVIDE M FINISH EXPIREI) DEC 3.020191 b.+ bt�rO)fl RECEIVED CITY OF TUKWIL.; SEP 2 1 2018 !"°F,Fv11T CENTER / A JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPUANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item CITY OF TIKWILA, WASHINGTON HANDICAP RAMP and DETAILS PROJECT NO. DESIGN DRAWN ISSUE DATE : 18.108 : RJM : RJM : 09.20.18 A-3.1 l') PARTIAL EAST ELEVATION SCALE: 1/4" = 1'-0" REMOVE EXISTING OVERHEAD DOORS AND REPLACE WITH STORE FRONT GLAZING T — / / / \ \ \ / \ \\'1 Ir // \1 / T / I\ / PARTIAL BUILDING SECTION 'A SCALE: 1/4" = 1'-0" R-3S BATT INSULATION R-21 BATT INSULATION EXPIRED DEC 3.0 2019 City of Tu H • I CUE' t'; :•? til�eoao7 is JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT 'WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED, ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING RENEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPUANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS REVISIONS No. Date Item V 1Z 0 0 ce v / CITY OF TIKWILA, WASHINGTON PARTIAL EXTERIOR ELEVATION and BUILDING SECTION PROJECT NO. : 18.108 DESIGN : RJM DRAWN : RJM ISSUE DATE : 06.12.18 A-4 BORED HOLE5-MAXIMUM SIZE IN HOLE,60% OF WIDTH 2x4-2.1" (2-1/8") DIA. HOLE 2x6-3.3" (3-5/16") DIA. HOLE NOTCHES -MAXIMUM DEPTH, 4096 OF WIDTH. 2x4-1.4" (1-3/16") DEEP NOTCH 2x6-2.2" (2-3/16") DEEP NOTCH 5/8" MIN. EDGE DISTANCE STUD • PORTION OF STUD REMAINING AT NOTCHES OR HOLE5 SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH -REDUCING PROPERTIES SUCH AS KNOTS, SPLITS, EXCESSIVE SLOPE OF GRAM, ETC. INTERIOR NONBEARING WALLS STUD PENETRATION ` NO SCALE BORED HOLES -MAXIMUM SIZE HOLE, 40% OF WIDTH 2x4-1.4" (1-3/8") DIA. HOLE 2x6-2.2" (2-3/16") DIA. HOLE BORED HOLES IN DOUBLE STUDS -MAXIMUM SIZE IN HOLE IN DOUBLE STUDS 60% OF WIDTH. NO MORE THAN TWO ADJOINING DOUBLE STUDS TO BE BORED 2X4-1.4" (1-3/8") DIA. HOLE 2x6-2.2" (2-3/16") DIA. HOLE NOTCHES -MAXIMUM DEPTH, 25% OF WIDTH 2x4-.81" (1/5") DEEP NOTCH 2x6-1.31" (1-3/8") DEEP NOTCH WIDTH 5/8" MIN. EDGE DISTANCE EXTERIOR WALLS AND BEARING WALLS STUD STUD PENETRATION DETAIL \ ., NO SCALE RM024 z Z w NOTCHES WITHIN 1/3 SPAN FA/N END 2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS ARE NAILED TO A HEADER. BAND OR RIM JOIST OR TO AN ADJOINING SW OR BY OTHER APPROVED MEANS) O „OT m CI I NOTCHES NOT PERMITTED WITHIN THIRD OF SPAN, BUT BORED HOLES BORED HOLES ARE XPERMITTED X ALSO PERMITTED ) O i �PENETRAD JOIST Q R M025 COMPOSITION ROOFING OVER 1/2" PLYWOOD SHEATHING OVER 2x8 RAFTERS AT 24" O.G. WITH 5/5" GT PSUM WALL BOARD tx8 CEDAR FASCIA DOUBLE 2x4 TOP PLATE 1/2" GYPSUM WALL BOARD BOTH SIDES ON 2x4 STUDS AT 16" O.G. WALL SECTION `*) SCALE, ONE LAYER 5/5" TYPE X GYPSUM WALL.GOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS AT 16" O.G. WITH 1 1/4" ITPE W DRYWALL SCREWS 12" D.G. JOINTS STAGGERED 16" O.0 ON OPPOSITE SIDES (LOAD -GEARING) GA FILE NO. WP 3514 rTh ONE HOUR WALL ASSEMBLY SGALE:1 1/2' = 1'-0" EXTERIOR SIDE: (1) LAYER 48" WIDE 5/5" TYPE 'X' GYPSUM SHEATHING APPLIED PARALLEL TO 2x4 WOOD STUDS WITH 1 3/4" GALVINIZED ROOFING NAILS, 0.120" SHANK, 1/16" OR 1/2" HEADS. 4" O.G. AT VERTICAL JOINTS AND 71" D.G. AT INTERML TE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. INTERIOR SIDE: ONE LAYER 5/5" TYPE 'X' GYPSUM WALLBOARD, WATER RFSISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6d COATED NAILS, 1 1/8" LONG, 0.915" SHANK, 1/4" HEADS •T" O.G. (LOAD -BEARING) GA FILE NO. WP 8105 Ca)ONE HOUR WALL ASSEMBLY SCALE-1 1/2= 1'-0" 48" MIN. (2) - 16d AT 12"O.G. 2x SPLICE 2x STUDS AT 16" O.G. (TYPICAL) I 2 X SPL ICE f TOP PLATE SPLICE DETAIL R.14025 I WALL STUDS BOARD BOTH AT 16" O.G. 1/2" GYPSUM SIDES ON 2x4 0.22 x 3" RAMSET 1 1/2" EMBEDMENT EXISTING CONCRETE ) WITH INTO SLAB SLAB \ WALL SCALE' 1 "=1'-0" SECTION 8 FACE OF WALL #12 WIRE HANGERS EACH WAY, SECURE ABOVE (TYPICAL) CEILING BRACING EACH WAY. OMIT 144 5O. FT. OR FIRST POINT OF B WITHIN 6'-0" OF TH48" O.Q. TO STRUCTURE 2-0" O+C. ERE LOCATE ING Lt + A2 WIRE HANGERS T PEREMITER 8" MAX. FROM , TYPICAL FOR. ALL MAIN AND CSOSS RR♦NNERS1- CO)SUSPENDED CEILING NO SCALE RJMO'16 12 GAUGE HANGER WIRE AT 4'-0" O.G. 1/8" POP RIVET PROVIDE 1/4" SPACE AT ALL MEMBERS AT OPPOSING WALL MAIN RUNNER AT 48" O.G. 12 GAUGE SPLAYED BRACING WIRES AT 12-0" O.G. CROSS I()SUSPENDED CEILING DETAIL NO SCALE RJMO11 1-03, INTENTIALLY BLANK NOSCALE 5/4" PLYWOOD FLOORING OVER PRESSURE TREATED 2x6 JOIST AT 16" O.G. WITH A35 CLIPS AT 24" O.G. 5 1/2" "SPRAYTITE 1/8" RIGID CLOSED CELL INSULATION P.T. 2x6 RIM JOIST EXISTING CONCRETE SLAB n RAISED FLOOR DETAIL 12 S(.AI F• 1"d'.�" IT R-38 BATT INSULATION R-21 BATT INSULATION = FIRE BLOCKING AT 10'-0" HORIZONTALLY COMPOSITION Q O / ROOFING N. 12 N. N. 12 N. Q I I \ / I ) \ , / / / / / L I I I / / / / / \ \ PARTIAL BUILDING SECTION 'B' SCALE: 1/4" = 1-0" 24"x42" MIRROR 1/2" METAL TRIM PLASTIC LAMINATE TO 48" A.F.F. 5' MIN 6" MAX. TYPE I COUNTER BRACE EAST ELEVATION SCALE: 3/8" = 1'-0" NOTES: 1. VANITY OR LAVATORY W/ KNEESPACE (PER DETAIL THIS SHEET) GAN ENCROACH INTO THE REGUIRED CLEAR FLOOR 9PAGE 0 WATER CLOSET. 2. FWSH CONTROL SHALL BE MOUNTED FOR USE FROM THE NUDE SIDE OF THE WATERCLOSET AREA 3. PROVIDE THERMAL JACKET PROTECTION AT ACCESSIBLE UNDER COUNTER HOT WATER AND DRAIN LINES PER GORE. RESTROOM { 10"I 108 SIMILAR EXPIRj,. DEC 3c2019 ,;_t Lt. Ct,T of T, I,.,,.,!! 1 �I bl Fir cuo7 JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN C. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING RENEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION COMPUANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES. r ■ NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS. OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item CITY OF TIKWILA, WASHINGTON PARTIAL EXTERIOR ELEVATION PROJECT NO. DESIGN DRAWN ISSUE DATE 18.108 RJM : RJM : 06.12.18 A-5 0 REFLECTED 0YCEILING PLAN SCALE• 1/4" = 1'-0" 5/8" GYPSUM WALL HOARD (TYPICAL) FI FI FI FI v1/4-...Th›,V4-17eN FI HT FI FI LIGHTING SCHEDULE MARK OTT ITEM MANUFACTURER MODEL NUMBER O8 HANGING PENDANT (1 b0 WATTS) PLT E6212 © 4 CONTEMPORARY PENDANT LIGHT 60 WATT INCANDESCENT LAMP ET2 METRO MODERN E20214-12 © EXISTING FIXTURES IN CHANGE) EXISTING EXISTING LIG T Fl R LI T FI RI LIG T FI Rp tf — 1 CEILING TO EXTEND TO WAREHOUSE ROOF FRAMING HANGING PENDANT c LIGHTING I SKYLIGHT ABOVE LIGHT LIG T `I RP i 1 I—� 1- EX iI.•tET.D 302019 ecr, 9 J�f Le iJ 'i ��, �ti�l�l(MI.ffS JOHN G. NASON ARCHITECT P.O. BOX 7385 COVINGTON, WASHINGTON 98042 (206) 478-6191 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT MTHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT. JOHN G. NASON. IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW. INCLUDING COPYRIGHT. LIABILITY UNIT NOTICE NOTICE: DRA%NG PACKAGE PREPARED FOR PERMITTING RENEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CON$1RUC110N COMPUANCE UNLESS RETAINED FOR FULL INSPECTION SERVICES NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY AU. CONDITIONS AND DIMENSIONS AT THE JOG STE AND NOTIFY THE ARCHITECT CF ANY DIMEN— SIONAL ERRORS. OMISSIONS OR DISCREPANCIES BEFORE BEGIN— NING OR FABRICATING ANY WORK. DO NOT SCALE ORAMNGS. REVISIONS No. Date Item z u_ >- 'A0 CITY OF TIKWILA, WASHINGTON ENLARGED OFFICE FLOOR PLAN PROJECT NO. : 18.108 DESIGN : RJM DRAWN : RJM ISSUE DATE : C6.12.18 A-6