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Home My WebLink AboutPermit D18-0078 - MUSEUM OF FLIGHT - PORTABLE CLASSROOMSThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D18-0078 MUSEUM OF FLIGHT - PORTABLES 9404 E MARGINAL WAY S THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption, (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION Brief Explanatory Description Statute/Rule Personal Information — The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 37 DR2 Financial Information — RCW 42.56.230(4 5) account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 42.56.230(5) (7a) Redactions contain information used to prove identity, age, residential address, social security number or other personal information Personal Information — Driver's License. RCW required to apply for a driver's license or RCW DR3 — identicard. 42.56.230 42.56.230 (7a & c) (7c) Any record pertaining to a vehicle license plate, driver's license, or identicard issued under (7a & c) RCW 46.08.066 that, alone or in combination with any other records, may reveal the identity of an individual. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged 5.60.060(2)(a); RCW 42.56.070(1) communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. 42.56.070(1) MUSEUM OF FLIGHT PORTABLES 9404 E MARGINAL WAY S D18-0078 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3324049019 9404 E MARGINAL WAY S Project Name: MUSEUM OF FLIGHT - PORTABLES Permit Number: D18-0078 Issue Date: 5/11/2018 Permit Expires On: 11/7/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: MUSEUM OF FLIGHT FOUNDATION 9404 EAST MARGINAL WY S , SEATTLE, WA, 98108 RICK HARDIN 9404 E MARGINAL WAY S , TUKWILA, WA, 98108 INTERSTATE MODULAR/MBL SER INC 9715 ANGELINE RD E , BONNEY LAKE, WA, 98391 INTERMM134B1 MUSEUM OF FLIGHT FOUNDATION 9404 E MARGINAL WAY S , SEATTLE, WA, 98108 Phone: (206) 768-7129 Phone: (253) 862-1658 Expiration Date: DESCRIPTION OF WORK: LOCATION OF TWO 28' X 64' PORTABLE CLASSROOMS Project Valuation: $33,600.00 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $10,119.35 Occupancy per IBC: E Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: 6 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 law egulating construction or the performance of work. I am authorized to sign and obtain this development erm' and agree to the conditions attached to this permit. Signature: /L Print Name: c Y f I Date: 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: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: 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) 9: 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) 10: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 11: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1010.1.10) 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: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio,of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 15: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: Local U.L. central station supervision is required. (City Ordinance #2437) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 22: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: 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. 25: In other than Group 1-3, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall comply with Section 807.4 and shall not exceed 10 percent of the specific wall or ceiling area to which they are attached. (IFC 807.1) Where required to exhibit improved fire performance, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method 1 or Test Method 2, as appropriate, of NFPA 701 or exhibit a maximum rate of heat release of 100 kW when tested in accordance with NFPA 289, using the 20 kW ignition source. Reports of test results shall be prepared in accordance with the test method used and furnished to the fire code official upon request. (IFC 807.4) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 30: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 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). 38: ***PUBLIC WORKS PERMIT CONDITIONS*** 39: Submit a separate Public Works permit and provide the following as part of the Public Works permit. 1. Provide a completed Public Works permit fee estimate sheet as part of a separate Public Works permit. (For Public Works activities only including — domestic water meter & service line(s) with backflow (RPPA w/HotBox), fire backflow (DCDVA), Fire Department Connection (FDC) with a Storz adapter installed on the new Fire Department Connection (FDC) — if applicable, sanitary side sewer(s), storm drainage, and land altering. 2. Provide a Civil plan showing existing and proposed water, sanitary sewer, and storm drainage system for the portables. Provide a storm drainage evaluation per the 2016 KCSWDM. 3. Complete and provide a Non -Residential Sewer Use Certificate. 4. 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 new portables require backflow devices on domestic and fire systems. 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 new 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) Fire Prevention The new fire line connection requires a double check detector valve assembly (DCDVA) backflow device. Install a Storz adapter on the new Fire Department Connection (FDC). 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 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0608 PIPE INSULATION 0412 UNDERFLOOR FRAMING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. AN 6- (7)Q7 Project No. Date Application Accepted: 3-19-45 Date Application Expires:9-19-10 (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: 9404 East Marginal Way S Tenant Name: Museum of Flight Foundation PROPERTY OWNER Name: Rick Hardin Name: Museum of Flight Foundation City: Tukwilla State: WA Zip: 98108 Address: 9404 East Marginal Way S Email: rhardin@museumofflight.org City: Tukwila State: WA Zip: 98108 CONTACT PERSON — person receiving all project communication Name: Rick Hardin Address: 9404 East Marginal Way S City: Tukwilla State: WA Zip: 98108 Phone: (206) 768-7129 Fax: Email: rhardin@museumofflight.org GENERAL CONTRACTOR INFORMATION Company Name: or .F.14 6.44,7, Company Name: Address: 9Ito Vr- Address: Architect Name: City: @ 0)4, \ L.....,,/► _ State: J,JZip: 98 /(,S City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: ' Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: 332404901909 Suite Number: Floor: New Tenant: ❑ Yes J ..No ARCHITECT OF RECORD Name: t60.) en or .F.14 6.44,7, Company Name: Address: 9Ito Vr- 1.0cw,u/ Architect Name: City: @ 0)4, \ L.....,,/► _ State: J,JZip: 98 /(,S Address: City: State: Zip: Phone: Fax: ' Email: ENGINEER OF RECORD Name: t60.) en or .F.14 6.44,7, Company Name: Address: 9Ito Vr- 1.0cw,u/ Engineer Name: City: @ 0)4, \ L.....,,/► _ State: J,JZip: 98 /(,S Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: t60.) en or .F.14 6.44,7, Address: 9Ito Vr- 1.0cw,u/ W City: @ 0)4, \ L.....,,/► _ State: J,JZip: 98 /(,S Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 33, 4260 Describe the scope of work (please provide detailed information): Locating two 28' x 64' portable classrooms Will there be new rack storage? ❑ Yes Existing Building Valuation: $ Z.. 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): 498,510 Floor area of principal dwelling: 141,643 Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers Z Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fomu-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 3.584 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): 498,510 Floor area of principal dwelling: 141,643 Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers Z Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fomu-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 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 Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Water District #125 El .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. 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 ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage ❑ ... Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut 0 ,.. Looped Fire Line 0 ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. If WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private ❑ 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: 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 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR >:_•H 1 RIZED AGENT: Signature: CI* }—1 Date: 3/�6 j/e Print Name: CI I / °I,/G S Day Telephone: 20‘-77 9 -5700 Mailing Address: / 0 9 e. 1111��,'ne (' W" 7u k6, /tom WA- ?Wes City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $69.87 D18-0078 Address: 9404 E MARGINAL WAY S Apn: 3324049019 $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: R14769 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Thursday, June 21, 2018 Paid By: RICK HARDIN Pay Method: CREDIT CARD 02200J Printed: Thursday, June 21, 2018 12:45 PM 1 of 1 Y5TEM$ CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/21/2018 12:42:59. PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********7904 K TRAN AMOUNT: $69.87 APPROVAL CD: 02200J RECORD #: 000 CLERK ID: Shana INVOICE #: D18-0078 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?dispatehMethod=printTr... 06/21/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98168 206-433-1870 CITY OF TUKWILA Date: 06/21/2018 12:42:59 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********7904 K TRAN AMOUNT: $69.87 APPROVAL CD: 02200J RECORD #: 000 CLERK ID: Shana INVOICE #: D18-0078 Thank you! Customer Copy https://classic.convergepay.coniNirtualMerchant/transaction.do?dispatchMethod=printTr... 06/21/2018 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT 1 QUANTITY PAID ,615 28 D18-0078 Address: 9404 E MARGINAL WAY S pn: 3324049019 ,615.2 DEVELOPMENT $757.40 PERMIT FEE R000.322.100.00.00 0.00 $752.90 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $8,820.23 FIRE R304.345.852.00.00 0.00 $5,820.42 PARK R104.345.851.00.00 0.00 $2,999.81 TECHNOLOGY FEE $37.65 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14374 R000.322.900.04.00 0.00 $37.65 $9,615.28 Date Paid: Monday, April 30, 2018 Paid By: MUSEUM OF FLIGHT FOUNDATION Pay Method: CHECK 96477 Printed: Monday, April 30, 2018 3:40 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY PAID PermitTRAK 04:1 D18-0078 Address: 9404E MARGINALyWAY S n: 3324049019 Credit Card Fee $14.68 Credit Card Fee R000.369.908.00.00 0.00 $14.68 DEVELOPMENT $489.39 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14027 R000.345.830.00.00 0.00 $489.39 $504.07 Date Paid: Monday, March 19, 2018 Paid By: RICK HARDIN Pay Method: CREDIT CARD 07413J Printed: Monday, March 19, 2018 10:53 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DI$ -0078 Project: rilitSCt�t. w) of t�Ll Ty e of Ins e ion: t�r � 1--1'fJ'NL Address: 9goL E M►191,- Date Called: Special Instructions: 9 I00 A 1 Al Date Wanted: 2..'2.00 ca.niN RequesterR Phone No: - 71&8- 7i Z$ Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: ---rA,c; a vt6 F ivaL, 12 Pi(rA/-a) Inspector Date6- 25- v,j 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 Proj t:Ty iS-curt 0 i- 14-1:?. I/ of lnsp�ction: l tl k i:l t 11-5 gra__ _ °.'lligrffe-1t1 keS t ( Scti.r" A Special / Instruc rd. ,- 1/2_ Date WantE'd:/ a.m. Co-?' - � p.m. Requeste Phtone 6„ G Ci f - 7/27 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPE paid at 6; TION FEE REQUIRED. Prior to next inspection. fee must be 00 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 013-078 Prioic ct: e/' i r lU,S ektm O/ /-1.4f Type of Inspection: eteizii..74.)5,4,-4--;a3 Address: / E � b-L•i.L � +. djt4 Ict✓ Fintd— Special Instructions:;) Date Wanted:/ ^�+U a.m. (s3 l e�� p.m. Requester: r R L.CX Phone No: 206 -- 7&-7/Z9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: --- °-' i '-t-i" c.At.JG. t to,� ---- 7419prev-42) © -Et/CM 1 leA Fltii \ J * /0 64-1 pLN k ; it , M L r inl -` c rk(et -Q1' t PPS f addyps 7, fix; f LVJ1 F i5 ivot tt-lawrit4 Inspector: tee Date ‘20/x/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D T-0070 Project: / Type of Inspection: Address: (NO ii Ivl/+Re-M L OM Date Called: fx,m„ 18iczY -� Special Instructions: P/PE »I S11UNb&) Date Wanted: CP -! ) cre11. Requester: RieK , 7 cit Phone No: W — ?W 8' -7/29 L I Z`I E f iy.SUUdWiet Approved per applicable codes. 2 Corrections required prior to approval. COMMENTS: Ptriftse PAelifib fZ rCess OMR fx,m„ 18iczY 1 tottrAt2 $''1 /r Of' 7'b onft-tN vtlPriZe . L4IslI , 7 cit sot Mf" R L I Z`I E f iy.SUUdWiet r' j', -DM/ i TI t-IVZ C JAMCTott/ Go/e1-04/04 Inspector: Date: 6 /5 -16 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 Dig- 0o73" Pr t:Type ► �t Seca v), a � L, f of In pection: ' rp 1N1 / 415 Aress: (illQ/ A Date ailed: Special Instructions: 0 ep 'i 1 ` Date Wanted: -S1-2e4- a.m� Requester: __ II// Phone ` 7, -7/29 l _ J Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: � ne 7-6 frf //i 3 Inspector l opc2k) Date: --e-2e/e7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. D t VOAINSPECTION RECORD Retain a coy with permit INSP0. p PERMIT 110. CITY OF TUKWVILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: „...„Type Meiksl'asr�..A of F Lld'ii+ of Inspettion: erro r� wss: 14 rvii Ca Dat�CalI Special nstructions!47 P (er-tat / Date Wanted:/ / �6 a.m. (� - l0 A5 p.m. Requester: r, P ne No: €, 71,83-7/26, ElApproved per applicable codes. LCorrections required prior to approval. COMMENTS: Odor r-Ligil f Inspector: 13capea_, Date: / / /g/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPEC ION NO. INSPECTION RECORD Retain a copy with permit Dig -0077 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: AI V$4(JY►1 a R 72,Q+T Type of Inspection: wiDmizooft PaellA iVi ri1 Address: CP/04 ‘C /1111-R64NA-L. wRq Date Called: cC 5 j914i/9L- fRAME , Special Instructions: fpR ..Ent i. Date Wanted: (�-t-rs qi-E. Requester: RIes Hyl.RprN Phone No: .062-768--712.9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f, mc7r - P/I 1RSdialgs 4te 41¢x olvaCiQ /-66/74 ALS 77, -MIA 444-A a '1 419aa j914i/9L- fRAME , • rachinK si-oLK YwvS fL-7 i?/V.9-ice'.. ,,,O ni_csnla-- rmow Inspector: Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTI:. NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: �t/D Type of Inspection: (--- Fire Alarm:�-� Address:Contact Suite#: ?44 fN Person: Special Instructions: Phone No.: 4ved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: �t/D Date: (/-2/// Fire Alarm:�-� Hood & Duct: Monitor: til 114Osv/ rd /Q--- Pre -Fire: Permits: q.43- ArZGAJeTh6 6 L U f z- 1/ c 4-2 L G- f--( r )(` / ti` -/- ,( w/i/) 2 Oi` Needs Shift Ins ection: Sprinklers: �t/D Date: (/-2/// Fire Alarm:�-� Hood & Duct: Monitor: til 114Osv/ rd /Q--- Pre -Fire: Permits: Occupancy Type: ' Inspector: F71 p 4 - Date: (/-2/// Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER r S INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:6 F 134 ../eg,0't Type of Inspection: c-//4„.., Address: Suite #: '/4-6 4 ern kv s Contact Person: r --- )Suite (‹-f if,. Special Instructions: , .. Phone No.: Approved per applicable codes. JR -Corrections required prior to approval. COMMENTS: Sprinklers: SZ ) Date: (Mg Fire Alarm: Hood & Duct: , .. Monitor: f/k- (VIC( ( 1.e c ce s r� gem /r 5 1& 1 t bloc LALL._, q d0(..e 95 4 Ve ‘ (4' a r'ke " p ffs olc-- t i\16Dy. ; 5\ L_— 4 -€./l v C_i.5_. tr:%.i _ fvt 1 : ga,iin5C fa t. 64• 11 -es, v d c' S11!. f5 n (ivGt.i& 4 . gbP icir. 6.>(-- P,0){ i is t /) vvLG. Needs Shift Inspection: Sprinklers: SZ ) Date: (Mg Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: g1 ‘ 1 Inspector:`a Date: (Mg Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F..D. Form F.P. 113 April 11, 2018 0 City of Tukwila Department of Community Development RICK HARDIN 9404 E MARGINAL WAY S TUKWILA, WA 98108 RE: Addendum to Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0078 MUSEUM OF FLIGHT - PORTABLES - 9404 E MARGINAL WAY S Dear RICK HARDIN, 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: 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 meter & service line(s) with backflow (RPPA w/HotBox), fire backflow (DCDVA), Fire Department Connection (FDC) with a Storz adapter installed on the new Fire Department Connection (FDC) — if applicable, sanitary side sewer(s), storm drainage, and land altering. (see PW Bulletin A2 enclosed) 2. Provide a Civil plan showing existing and proposed water, sanitary sewer, and storm drainage system for the portables. Provide a storm drainage evaluation per the 2016 KCSWDM. 3. Complete and provide a Non -Residential Sewer Use Certificate. 4. 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 new portables require backflow devices on domestic and fire systems. 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 new 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) Fire Prevention The new fire line connection requires a double check detector valve assembly (DCDVA) backflow device. Install a Storz adapter on the new Fire Department Connection (FDC). 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 f ?nn .cnl,,ti, o.,10. P ,1.,......4 C'.. # 11111 T.. 6...; 1.. R/. L;., s .. A0100 DL.... 911E 411 1Lvn _ c—_ 9nL 111 ,«e 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/revisiions must be made in person and will not be accented through the mail or by a messenger service. Sincerely, 301\ Bill Rambo Permit Technician File No. D18-0078 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 April 05, 2018 0 City of Tukwila Department of Community Development RICK HARDIN 9404 E MARGINAL WAY S TUKWILA, WA 98108 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0078 MUSEUM OF FLIGHT - PORTABLES - 9404 E MARGINAL WAY S Dear RICK HARDIN, 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 maximum size of 24x36; all sheets shall be the same size. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "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. Please provide details and specifications for the type of tie down system that shall be used to anchor the portables. 2. Provide details for the ADA ramp and landing at the doorways with dimensions. 3. Scope of work is a little unclear stating "locating two portable classrooms". For clarification, please elaborate to indicate if these are new or relocated from another site. 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 accented through the mail or by a messenger service. Sincerely, -1):4 Bill Rambo Permit Technician File No. DI8-0078 £,nn D ..I........a u 1 nn aT..L...:1 . W nl :....t.... OQ 111R P{rnnn ?niS_471_ 3R7n . Fm- 71M-4? 1-215/, S OPERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0078 DATE: 06/15/18 PROJECT NAME: MUSEUM OF FLIGHT - PORTABLES SITE ADDRESS: 9404 E MARGINAL WAY S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works AV\'4 -f �-r� U,* aCP t4tAV6 Fire Prevention ® Planning Division Structural Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 06/19/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 4/17/18 ❑ Approved with Conditions C ❑ 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 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORS COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0078 DATE: 04/10/18 PROJECT NAME: MUSEUM OF FLIGHT - PORTABLES SITE ADDRESS: 9404 E MARGINAL WAY S Original Plan Submittal Revision # X Response to Correction Letter # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: Awe, -i2 g Building Division pi brl Public Works ■ Fire Prevention Structural Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/12/18 Structural Review Required REVIEWER'S INITIALS: DATE: E APPROVALS OR CORRECTIONS: DUE DATE: 05/10/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: COh'\\31()C4,1,‘ J REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0078 DATE: 03/19/18 PROJECT NAME: MUSEUM OF FLIGHT - PORTABLES SITE ADDRESS: 9404 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Covr/2-- ?).'?O'Vg Building Division II 'P b iy\ Wor "s Corm- i PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Fire Prevention Planning Division Structural ❑ Permit Coordinator DATE: 03/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE 04/17/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only r CORRECTION LETTER MAILED: 4"J y Departments issued corrections: Bldg _1 Fire ❑ Ping ❑ PW �' Staff Initials: 12/16/2013 PROJECT NAME: M m 1tt ?b1OERMITNO: � OU T v SITE ADDRESS: Alit �1/� IA]il/ 7 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE STAFF INITIALS RECEIVED STAFF I ALS ISSUED DATE STAFF I ALS I Summary of Revision: ,'/ I Q II 1 r. I ►. Su g m. of Revision: �j ` n. A .n ..n . . . �� 1 P I IP/ ► f? i ► �r .A s .. .. . nA I. ' ' _ tli / • .e` '/ hi 4 Received by: 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 ummary of Revision: Received by: (please print) 1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 0 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 0 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3U -I 13 2oI 6 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # g Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: fr\llsl_I eli 6P 6.4->—/-7— % 1o2irrd LE3 RECEIVED CITY OF TUKWILA JUN 13 2018 PERMIT CENTER Project Address: 4 L%d 4 (n426 'Linz_ �,.m`t/ Contact Person: Ki C‹. Phone Number: ZOCb»- 7605 —7124' Summary of Revision: ?cv\,sia-1....) 5 tv igroti-T 7 72-0iYi P5 Fa eMS r et=> sRaofn %-cf-C / 7-Z1J iSED PLA-yyt 1 N LL u P ,c) tA) CiN4 1!0723 6,613-e-5 Sheet Number(s): l "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on O401/43/rU W:\Perm,t Center\TemplatesWorms\Revision Submittal Form doc Revised August 2015 11) 0 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �l 1 'oh Plan ChecWPermit Number: D 18-0078 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 RECEIVED CITY OF TUKWIL4 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner APR 10 2018 ❑ Deferred Submittal # PERMIT CENTF14 Project Name: Museum of Flight — Portables Project Address: 9404 E Marginal Way S Contact Person: e 1 C V4-6120'- Phone Number: �O 768 "%I 2:7 Summary of Revision: ADD > NCS 54,w i t.16 --t- ittiOtVDD JZA p PE»'il, p)),Jt item ,cap -,L , Ade n2 Tg_sa -S u i2u Cncr (waft c -S ?e 1 i '?U E /ire Sbirfti r Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t/ 1t/ El, Entered in TRAKiT on 0({/74 d C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 INTERSTATE MODULAR/MBL SO INC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries a Search L&I Page 1 of 2 A -Z Index Help My i &i Workplace Rights Trades & Licensing INTERSTATE MODULAR/MBL SER INC Owner or tradesperson Principals ANDERSON, JACK CLEMENT, PRESIDENT ANDERSON, CYNTHIA JANE, VICE PRESIDENT ANDERSON, CHARLENE JANAE, SECRETARY Doing business as INTERSTATE MODULAR/MBL SER INC WA UBI No. 601 002 047 9715 ANGELINE RD E BONNEY LAKE, WA 98391 253-862-1658 PIERCE County Business type Corporation Governing persons CYNTHIA J ANDERSON JACK C ANDERSON; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. INTERMM134B1 Effective — expiration 01/21/1987— 01/11/2020 Bond No bond accounts during the previous 6 year period. Active. Meets current requirements. Insurance ...................... Underwriters at Lloyds $1,000,000.00 Policy no. AC251001375 Received by L&I Effective date 01/11/2018 01/10/2018 Expiration date 01/10/2019 Insurance history Savings (in lieu of bond) $12,000.00 Received by L&I Effective date 01/06/2006 12/20/2005 Release date Impaired date Help us improve httnc.//cecnre_lni_wa_nnv/verifv/Detail.asnx?UBI=601002047&LIC=INTERMM134B1&SAW= 4/30/2018 INTERSTATE MODULAR/MBL Se INC N/A Savings account ID N/A Savings history Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the prevlious 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business its up-to-date on workers' comp premiums. L&I Account ID Account is current. 514,423-00 Doing business as INTERSTATE MODULAR & MOBILE Estimated workers reported Quarter 1 of Year 2018 "1 to 3 Workers" L&I account contact TO / KRISTI LINN (360)902-4620 - Email: LINB235@Inl.wa.gov 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. Page 2 of 2 ©7 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601002047&LIC=INTERMM134B 1 &SAW= 4/30/2018 Property Line 30'-0" 3 -0" 1 3'-2" SITE PLAN Scale: 1:200 28'x64' New Portable Classroom 1792 sq ft KEY Q Existing Asphalt New Asphalt Ei Grass Property Line 10'-0' Ballard (existing -2 plcs) Hydrant (existing) Museum of Flight 9404 East Marginal Way S Seattle WA 98108-4097 Parcel # 33-2404-9019 Tax #: 332404901909 Lot Area: 498,510 sq ft IF ILE COPY Pernttl o. Plan review C7proyal s subject to errors and (-ksions. Approval of carst, uc on documents does nc :: Bonze the violation of any a;.opted code or ordinance. ' T :cot of approved Fi.'•_ _ and conditions is acknc..' ;:d: By: Date: Legal Disciption THAT POR OF THE SE QTR OF SEC 33 TWP 24 N RNG 4 E WM IN KING COUNTY WA DESCRIBED AS FOLLOWS COMMENCING AT THE SE COR OF SD SUBD TH N 88-04-53 W A DIST OF 1314.13 FT ALG S LN THOF TO NELY MGN OF E MARGINAL WY S AND POB TH ALG SD MGN N 88-04-53 W A DIST OF 37.35 FT TH CONT ALG SD MGN N 22- 31-55 W A DIST OF 997.62 FT TH DEPARTING SD MGN S 87-49-39 E A DIST OF 77.07 FT TH N 22-49-02 W A DIST OF 23.50 FT TH S 87-49-39 E A DIST OF 89.83 FT TH S 02-11- 39 W A DIST OF 42.19 FT TH S 88- 43-46 E A DIST OF 290.49 FT TH S-28-43-46 E A DIST OF 89.25 FT TH 5 88-18-47 E A DIST OF 16438 FT TO ALN THAT IS 500 FT FR AND PLW C/L RUNWAY 13R -31L TH ALG SD LN S 28-43-34 E A DIST OF 658.80 FT TH S 67-28-05 W DIST OF 596.64 FT TO POB PER CITY OF TUK BLA NO L 02-058 REC #20030115900002 i rREVISIONS No changes shall be made to the .scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a naw plan submittal I and may include additional plan re'raw fees REVISIONS - 6-11-18 NOTES: - Each of the four classrooms (two per trailer) are identical in size and content. The Museum of Flight intends to uses these spaces as generic educational spaces. Given this, the two classrooms with the ADA access ramps can therefore offer an equal experience to disabled museum visitors as needed. - ADA ramp on northern portable classroom has been reconfigured into "L" formation because of space limitations - ADA ramp on southern portable classroom has been removed STREET PLAN Scale:1:2000 6),4 /,g qty of Tukwila BUILDING DIVISION SEPARATE MIT REQUIRED FOR: Mechanical 1111SElectrical lumbing LEt Gas Piping City of Tukwila BUILDING DIVISION EVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2018 prJ ;ity of Tuil BUI -DING DIVISION TITLE,: Site Plan PROJECT.. Portable Classrooms DA1.i: 3/15/18 Cr: 6/11/18) SCALE: Noted DRAWN BY: R Hardin PROJECT CODE: 986 THE MUSEUM OF FLIGHT CC: 970 RECEIVED ITV OF TUKWILA JUN .13 418 PERMIT CENTER %of MS REVISION NO.� r.. Property Line 30'-0" A • 3'-0" 13'-2" • • 14'-4" • • ADA Ramp 28'x64' New Portable Classroom 1792 sq ft �u 28' x 64' New Portable Classroom 1792 sq ft Ballard (existing -2 plcs) Hydrant (existing) REVISIONS No changes shall be to the sc.`ofit of work without prior approval nt Tukwila Building Division, NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ON 0 PLANNING APPROVED . a'o changes can be made" to these plans without approval from the Planning Division of DCD Approved By:I. j ••••111100111111100101011100 •• SEPARATE PERMIT ' REQUIRED FOR: c?rittechanical L7 Electrical IrPiumbing as Piping City of Tukwila LE!! `ij i :IG DIVISION 1 0'-0" 6'-3" • • SITE PLAN Scale: 1:200 KEY Existing Asphalt El New Asphalt LI Grass Property Line Museum of Flight 9404 East Marginal Way S Seattle WA 98108-4097 Parcel # 33-2404-9019 Tax #: 332404901909 Lot Area: 498,510 sq ft Legal Disciption THAT POR OF THE SE QTR OF SEC 33 TWP 24 N RNG 4 E WM IN KING COUNTY WA DESCRIBED AS FOLLOWS COMMENCING AT THE SE COR OF SD SUBD TH N 88-04-53 W A DIST OF 1314.13 FT ALG S LN THOF TO NELY MGN OF E MARGINAL WY S AND POB TH ALG SD MGN N 88-04-53 W A DIST OF 37.35 FT TH CONT ALG SD MGN N 22- 31-55 W A DIST OF 997.62 FT TH DEPARTING SD MGN S 87-49-39 E A DIST OF 77.07 FT TH N 22-49-02 W A DIST OF 23.50 FT TH S 87-49-39 E A DIST OF 89.83 FT TH S 02-11- 39 W A DIST OF 42.19 FT TH S 88- 43-46 E A DIST OF 290.49 FT TH S-28-43-46 E A DIST OF 89.25 FT TH S 88-18-47 E A DIST OF 164.78 FT TO A LN THAT IS 500 FT FR AND PLW C/L RUNWAY 13R -31L TH ALG SD LN S 28-43-34 E A DIST OF 658.80 FT TH S 67-28-05 W DIST OF 596.64 FT TO POB PER CITY OF TUK BLA NO L 02-058 REC #20030115900002 RECEIVED MAR 2 0 2018 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA FILE COPY Permit No. .,.Q_._ ._ Plan roview approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie! • •,•y and conditions Is acknowledged: By: Date: REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 A -T - City of Tukwila BUILDING DIVISION City of Tukwila BUILDING DIVISION • • MAR 19 2018 PERMIT CENTER STREET PLAN Scale:1:2000 TITLE: Site Plan PROJECT: Portable Classrooms DA lb: 3/15/18 SCALE- Noted DRAWN BY• R Hardin PROJECT CODE: 986 CC: 970 THE MUSEUM OF FLIGHT GENIRAL 3UOLJ NG DESCR P-0ON AND MATERIA _ SPECORCAT00NS JOB NO. ISMO ell A$B INTERIOR WALL FINISH DOOR SCHEDULE APPLIANCES NO. LOCATION MATERIAL COLOR LOC TYPE SIZE FRAME LOCKSET OTHER APPLIANCE TYPE SIZE 2 FLOORS 13'-10" X 64'-0" TOTAL SIZE 28' X 64' 1 THROUGHOUT 5/8" VINYL GYPSUM (NOTE I) PROJECT: 28' x 64' ADULT CLASSROOM CUST.: DEALER STOCK (CUSTOM WET) FOR: D.S.M.B.I. - BILL ACKERMAN BOISE, ID. - (208) 375-7587 THIS DRAWING SHALL NOT BE REVISED OR ALTERED WITHOUT WRII !EN AUTHORIZATION OF N.W.B.S. 1 H.M. 36x80 STEEL KEYED (NOTE #I) INSTA-HOT EEMAX #EX48TML(208V/48001^1) - TYPE ADULT CLASSROOM TOTAL SQ. FT. 17012 2 RESTROOMS 48"(H) FRP PER CODE WHITE 2 SGWD 36x80 METAL PRIVACY (NOTE #2) DEALER D.S.M.B.1 LOCATION BOISE, ID. 3 3 5'-3"x 7'-q 3/8" ACCORDION (HUFCOR 4100/41 STG) 12'-8 3/4"x 7'-q 3/8" ACCORDION (HUFGOR 4100/41 STG) REP. BILL AGKERMAN PHONE NO. (208) 362-1587 4 BUILDING OCCUPANT DEALER STOCK (CUSTOM WET) NOTES: (I) VINYL GYP. COLOR: (I) NOTES: EXT. DOOR #I: 1.75"(20GA)INSUL. DOOR 1^1/(16GA)STEEL FRAME NOTES: CITY -- COUNTY -- STATE (ID/OR/WA) INSPECTED BY: IDAHO BUILDING CLASSIFICATION: OCCUPANCY GROUP B TYPE OF CONST. SL -B HINGES: HAGER NRP(4.5"x4.5"XI.5PR)STAINLESS STEEL PLUMBING HANDICAPPED DESIGN - 13 REQUIRED 0 NOT REQUIRED DRAIN LINE MTR. AB5 SUPPLY LINE MTR. PEX CLOSER: MFG. STANDARD GRADE I(H/C) OCCUPANCY LOAD 20 SQ. FT. PER PERSON= 14 LOCKSET: PARKER SL8160 H/D GRADE 2 LEVER KEYED EXTERIOR WALL CONSTRUCTION WOOD STUDS W/ NOM. 2X6 © 16" O.C. ROOF LOAD: DEAD 10 LIVE 40 WIND 125MPH/EXP. C W/SCHLAGE 6 -PIN CYLINDER (KEYED ALIKE) FLOOR LOAD 40 PSF /SEISMIC CAT D STANDARD WEATHERSTRIPPING, THRESHOLD, DOOR BOTTOM FIXTURE TYPE VALVE NOTES: (I) B OCCUPANCY (ADULT EDUCATION) (2) INT. DOOR #3: SOLID GORE PREFINISHED SANTE FE OAK TOP & BTM PLATES, SPLICES & BLKG W/ NOM. 2X6 W/ METAL JAMB - COLOR: BROWNTONE WTR. CLOS. GERBER MAXWELL(18")1/C-ELONG. TANK (2) IDAHO, WASHINGTON, OREGON INSIGNIAS LUMBER GRADE SPF STUD/SPF STD $ BTR PL HINGES: MFG. STANDARD 3.5"x 3.5" (1.5 PR) LAVY GERBER MAXWELL(20x18)1A1ALL MT. NOTE I EXTERIOR SUBSHEATHING 1/16" 053 (NOTE I) LOCKSET: PARKER SL8160 H/D GRADE 2 LEVER PRIVACY D/F (H/C) -- (ROUGH -IN ONLY) EXTERIOR SIDING (2q GA)PRIME RIB 36 (3/4" HI -RIB) STANDARD WALL STOP UTILITY SINK -- (ROUGH -IN ONLY) OVER BUILDING WRAP (3) HUFGOR ACCORDION DOOR COLOR: #44-227 STONE EXTERIOR TRIM METAL TRIMS $ (4/4)x6" FIBER CEMENT FACIA (4) EXT. DOORS $ FRAMES COLOR: FOUNDATION: 21 BY OTHERS ❑ CONCRETE !EI PAD/PIER COLORS—SIDING R$M DARK BLUE TRIM R$M GALVALUME PLUS TRANSPORTING CHASSIS TYPE ZCROSSMEMBER/OUTRIGGER MAIN LONGITUDINAL MEMBER 12" I -BEAM MATCHING SKIRTING—SIZE - AMT. - COLOR- NOTES: (I) LAV'( FAUCET: MOEN #L-4621 SGL. LEVER INTERIOR SUBSHEATHING -- CEILING HEIGHT 1l 7'-10" NOTES: (I) ENDWALLS: BLOCK ALL EDGES - FASTEN 7/16" 053 (2) PROVIDE SHUTOFF VALVES Q ALL FIXTURES WINDOW SCHEDULE(WESTERN 1N1NDOW/NFRG/U=.2q) (3) SEE 5HT. #2 FOR ADDITIONAL INFORMATION CROSSMEMBERS-- 2114 GAGE EACH ©11 96" O.C. OUTRIGGERS-- El 13 GAGE EACH ©S 48" O.C. RUNNING GEAR --TYPE Et OVERSLUNG 0 UNDERSLUNG TIRES: ®14 PLY BRAKE SYSTEM 12 VOLT ELECTRIC(WHITE) NUM. OF AXLES, BRAKE 6 IDLERS 0 1^1/(8d) NAILS 0 6" $ 12" 0/C LOC. TYPE SIZE FRAME GLASS OTHER S1DEWALLS: BLOCK ALL EDGES - FASTEN 1/16" OSB 1 H.S. 48x48 VINYL INSUL. LOW E ARGON W/SGREEN W/(8d) NAILS 0 6" $ 12" 0/C (2) HEADERS: SEE DOOR $WINDOW DETAILS/SHT. #3 FURNISHINGS DRAPES/BLINDS--STYLE -- (3) CHORD SPLICES: USE (17 )12d NAILS EA SIDE OF SPLICE COLOR -- HITCH MEMBERS --TYPE 2 STD. BALL Et DETACHABLE PAINTING-- ALL MEMBERS TO BE COMPLETELY COATED WITH ANTI -RUST PAINT NOTES: (I) PROVIDE OUTRIGGERS 0 48" 0/G PERIMETER OF BLDG. (4) DBL. TOP PLATE LOCATION -- QC` DESCRIPTION CQ,L-OR"- (5) ENDWALLS: INSTALL. (I EA) SIMPSON #LSTAI5 ® HVAC, DOOR NOTES: (I) ALL WINDOWS o STD. DOOR HGT.(6'-8" AFF TO TOP) COUNT - w' OPENINGS $ CORNERS OF ENDWALLS ONLY BASE CABS (6) SIDEWALLS: INSTALL (I EA) SIMPSON #LSTAIS 0 DOOR, (2) PROVIDE PREFINISHED WOOD SURROUNDS OVERHEADS WINDOW OPENINGS $ CORNERS OF SIDEWALLS ONLY (INSTALL LSTAI2 HORIZ. 0 TOP OF OPENINGS EACH SIDE) ELECTRICAL (SIEMENS #PW4260B3200GU) TOTAL LOAD 120/208V 200 AMP 3 PHASE-M.B. 200 AMP INTERIOR WALL CONSTRUCTION FRAMING -LUMBER GRADE SPF STUD/SPF STD $BTR PL PANEL: EXT. SURFACE MT. BREAKERS: SNAP ON TYPE SERVICE k� UNDERGROUND 0 OVERHEAD WIRING 0 COPPER NONMETALLIC SHEATHED CABLE(ROMEX) ® COPPER THHN WIRE IN 0 FLEX 0 EMT COND. MC CABLE R/R ACCESS TYPE SIZE P PARTITION WALLS W/ NOM.2x4/6©� 16" O.C. GRAB BARS IS", 36", 42" 1.25" SHEAR WALLSNOM. ALLA W/ -- ©❑ 16" O.C. MIRROR MFG. STD. IN/CLIPS 18"x36" PLUMBINGEAR WALLS NOM. 2x6 © 1R124" O.C. T.P. HOLDER MFG. STD. SGL. ROLL FLOOR CONSTRUCTION WOOD JOISTS W/ NOM. 2x8 EACH CO 1316" O.C. SUBSHEATHING __13 LIGHTING TYPE NOTES: EXT. DOORS HARRIS #300 EXT. WALL MT. W/I01A1 LED BULB W/PHOTOCELL SEPERATE OTES: RIM SPLICE AND BRIDGING W/ NOM. DBL. 2x8 ROOF CONSTRUCTION (40# ROOF LOAD) (2/12 PITCH) FRAMING W/ NOM. MFG. TRUSSES © 24"O.C. (SF2g3502) CEILING 2X4/RECESSED LED FLAT PANEL (4c11^1) #LDP -24 -51L -40 -UI) DIMMING LUMBER GRADE #2 HF SUBFLOORING MATERIAL 3/4" T$G 05B DECKING(SIMKAR UNDER SHEATHING MOBILE FLEX -K RESTROOMS 2X4/RECESSED LED FLAT PANEL (4q4) (SIMKAR #LDP-24-5IL-40-UI) DIMMING LONGITUDINAL BEAMS I I/2 "x24" LVL BEAMS ,d NOTES: SUBSHEATHING 1/16" 053 IN/CLIPS (NOTE I) ROOFING MAT. PABGO ARCH. SHINGLES W/(2)LAYERS 15# MISCELLANEOUS (I) WASHINGTON, OREGON, IDAHO INSIGNIAS FELT VICE -DAM 0 PERIMETER OF BLDG.(NOTE 2) EXIT SIGN EXITRONIGS #ILX-G-EM-WH W/BATT BACKUP • SOFFIT MATERIAL 5/16" VENTED FIBER CEMENT (2) PORTABLE FIRE EXTINGUISHERS CEILING MATERIAL (2x4 LAY -IN) SUSPENDED T-GRID(WHITE) EMERGY LITE EXITR0NIG5#LED-gO-R DUAL LIGHT W/BATTERY $ HLED REMOTE HEAD PER IBC g06.1 (NIG) EAVES-- ENDS 6" OVERHANG SUBV1ITTALS BEING USED ■ YES E NO SIDES 6" OVERHANG FINISHED FLOORING GUTTERS & DOWNSPOUTS (N.I.G.) FANS LOCATION TYPE CFM VENTING - EAVE $ RIDGE 0I RESTROOMS AIRKING #BFQI10 CEILING MT. 100 NOTES: (I) BLOCK EDGES 0'-0" 0 EACH END, FASTEN 1/16" NO. LOCATION TYPE MFG. STYLE COLOR NOTES: (I) WIRING TO BE IN M.G. CABLE 1 RESTROOMS SHT. VINYL TARKETT G.S. (NOTE I) REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 . City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 19 2010 PERMIT CENTER 053 W/ (8d) NAILS 0 6" 0/G - BUILDING PERIMETER (2) PROVIDE ROUGH -IN ONLY FOR PHONE/DATA 2 REMAINDER CARPET SHAW 26 OZ (NOTE 2) 0 6" 0/C - PANEL EDGES (3) PROVIDE ROUGH -IN ONLY FOR FIRE ALARM SYSTEM 3 0 12" 0/G - PANEL FIELD (4) PROVIDE HEAT TAPE OUTLET 4 (2) SHINGLE COLOR: WEATHERED WHITE (5) SEE SHT. #5 FOR ADDITIONAL INFORMATION NOTES: (I) 51 -IT. VINYL COLOR: # (PROVIDE ICE/DAM BARRIER UP 36" - PERIMETER OF BLDG) (NOTE: PROVIDE HIGH WIND APPLICATION) (PROVIDE 1/4" UNDERLAYMENT 0 SHT. VINYL AREAS) HEATING AND A/C (BARD #1A136HA-B0q) TYPE WALL MOUNT HEAT PUMPS (208V/THREE PHASE) (3) SEE SHT. #3A FOR ACCORDION DOOR DETAILS (2) CARPET COLOR: # INSULATION RATING—HEATING 32,000 BTUH q KW 1200 CFM 1p11AL CEO P;,+FF W, ...�4 caS �� ,,�• sseof 0�� G1ST l�1vr c5 . w filar �' ►` .,>�- �,'� �^'it�. + ; , '..f" . Vit. a" k LOCATION R—VALUE THICKNESS MATERIAL MOULDINGS WALLS VINYL BATTEN EACH COOLING 34,600 BTUH 3 TON © .20 CESP FLOOR R-30 1.0" UNFAGED (NOTE 2) THERMOSTAT -TYPE PROGRAMMABLE T -STAT 0 48" AFF CEILING R -5I 12.5" UNFAGED W/CLASS A V/R (BARD #8403-060) CEILING SUSPENDED T -GRID EXT. WALLS R-21 5.5" UNFAGED (NOTE I) DUCTING LOCATION SIZE MATERIAL REG. SIZE STD. BASE 4" CONT. VINYL BASE 1N/TOE (NOTE I) R/R WALLS R -II 3.5" UNFAGED (NOTE 3) SUPPLY 0 CEILING SHT 6 I" FIBERGLASS 24x24 RESTRM BASE 4"CONT. VINYL BASE VTOE (NOTE I) PLENUM R -II 3.5 UNFAGED (NOTE 3) RETURN 0 CEILING SHT 6 I" FIBERGLASS 24x24 DOORS METAL WINDOWS PREFINISHED WOOD NOTES: (I) PROVIDE 100% ECONOMIZER FOR BARD UNITS NOTES: (I) 4" VINYL BASE COLOR: ROPPE # NOTES: (I) WALL VINYL 15 VAPOR BARRIER �A ,%.., V ,, ORE 0 "';`. �1 ` le '4 /PA lS� GO �'OT,23, 917 co '4,, L � •OF F \ ' RALE e AN �r 13 S% '9N W. BEk\G idia- (2) PROVIDE BARD CO -2 SENSOR FOR EACH CLASSROOM (2) FLOOR INSULATION 2 LAYERS R -I5 (3) SEE SHT. #6 FOR ADDITIONAL INFORMATION ROOF INSULATION 2 LAYERS R -I5 + I LAYER R-21 (3) PROVIDE INSULATION 0 R/R 4 PLENUM WALLS RENEWS 9/27/2019 I RENEWS: DECEMBER 31, 2019 I RENEE 9 27 2019 H W'=:1 U N Z 0 iii0 DESIGN AND LAYOUT ARE AS REO'D BY DEALER AND CLIENT WITH ENGINEERING CHANGES AS REQ'D TO COMPLY WITH APPLICABLE CODES AND PRACTICAL CONST. METHODS. NOTESPECIFICAT1NS, DESIGN & DESIGN SUITABIUTY ARE THE DEALER/CLIENT RESPONSIBILITY & ARE INTENDED FOR THEIR EXCLUSIVE USE PROJECT: 28' x 64' ADULT CLASSROOM CUST.: DEALER STOCK (CUSTOM WET) FOR: D.S.M.B.I. - BILL ACKERMAN BOISE, ID. - (208) 375-7587 THIS DRAWING SHALL NOT BE REVISED OR ALTERED WITHOUT WRII !EN AUTHORIZATION OF N.W.B.S. JOB #18170 & 18171 A&B DATE: FEBRUARY 23, 2018 DRAWN BY: KD APP. BY: KD 405 E. BOEING LANE BOISE, ID. 83716-5245 ounr.i� /ono \ zA n—zG� 7 LAV LAVY 1/2 1/24 LA � 14� 11/2" I/2 1/2" I . I 3/4" WATER SUPPLY INLET SERVICE WATER PIPING 23'-q 3/4" 53'-2" n I. in m 0 in 13'-3 1/8" n 45'-2" 4/f 3q'-3 3/8" 64' 0" 6// I 0 I 31'-8 5/8" 4%/ 24'-3 7/8" n 5 48x48 22'-6" 1,14'-10" 14'-10" 6 I/8" 4 3/4", H/5 48x48 6'-10" 2' 6� 6" EAV ...-. DESIGN & LAYOUT ARE AS REVD BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REVD TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE JOB 18170 & 18171 A&B PROJECT: 28' x 64' ADULT CLASSROOM )'c'HGRR\\\\ r \SHT VINYL \ 1 a I \ \I l \ ) 's' i/,' HGRR�T�\ , REVISION REV. BY . / / SHT VINYI/� S I/ , I 1' / r (DRAWN BY: BM APP. BY: KO I F- 2 2 mom. •m (2) 1 -1/2"x24"1 -‘/L- SEAMS (I PER MOD) INT. COLUMN, (I EA) 4x6 42HP W/( 2 EA)LVL EXT. COLUMNS, (2)2x6#2HF BEARING BLOCKS ATTACHED TO LVL 1/q/(22 EA) 1N/NO BEARING BLOCK I/4x5 SIMPSON 5D5 SCREWS (TVP. OF 2) REQUIRED (TVP OF 4) I- 1 1 1 L CLASSROOM #2 1 1 1 1 1 J '•i -----CLASSROOM #I FULL HEIGHT HALL ('74q SQ. PT) CARPET �W/R-I0i INSUL. PORTABLE FIRE ExT. (N.I G) 5/8" GYPSUM o (14c1 562. PT.) CARPET PLENUM (TVP.) FIRE STOP 10' MAX �(TYP OF 2) PORTABLE FIRE EXT. (N.I.G) L (5" EAVE 1/< x 55'-2"jt/ H/5 45x45 U 41'-2" 4 3/4" 6 I/8" 21'-10 3/4" —0 'H X 3q'-4 34' • II 31'-8 5 26'-10" 0 20'-8" NOTES, HASTE MANIFOLP ALL HORIZONTAL HASTE COLD HATER LINES HOT WATER LINES (N.I.G.) TOTAL SERVICE FIXTURE UNITS, 1 UNITS (46 to 60 FSI \ 100' Developed length) TOTAL DRAIN FIXTURE UNITS, 10 UNITS (Sizing per Table 1-5 of UPC) 1/2" NTS 3" 3" V.T.R. 3" MAIN SEWER CONN WASTE WATER PIPING GLEAN NTS OUT I" 6 3/4" 54,-0" 29'-I0 3/4" I, 12'-10" 4'-10" 4 3/4" 6 1/8" Jf11'/ w 36X80 • A\ in FLOOR PLAN SCALE. 1/4" =11-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila ElUILDING DIVISION IS "x36" X40" 112" nt I 01 *15"-r4 r r,-5'-0" MIN18" 4 H/G RESTROOM DIMENSIONS SCALE I/4" = 1'-0" ti NOTES, (I) MOUNT WINDOWS ® STANDARD DOOR HEIGHT.(6'-8" TO TOP) (2) PROVIDE R -II INSULATION ALL INT. HALLS a PLENUM HALL. (3) PROVIDE R -IQ INSULATION CLASSROOM DIVIDER WALL. RECEIVED CITY OF TUKWILA MAR 19 2018 PERMIT CENTER in L r to in O in I- N N S E BUIL-DINS GL-ASSIFIGATION TOTAL BLDG. FLOOR AREA FLOOR LIVE LOAD. ROOF LIVE LOAD WIND LOAD SEISMIC CAT OCCUPANCY GROUP TYPE OF CONST I1g2 SO. FT. 40 PSF 40 P5F 125 MPF}/EXP. G D E3 (ADULT EDUCATION) TYPE V -B (NON -RATED) OCCUPANCY LOAD PER IBC/TABLE 1004.1.1 CLASSROOM AREA 20 5O. FT, NET 31 OCCUPANTS PER CLASSROOM TOTAL OCCUPANT LOAD PER TABLE 1004.1.1.. 74 OCCUPANTS RENEWS: DECEMBER 31, 2019 NWBS MODULAR BUILDINGS ARE GOVERNED FOR CODE COMPLIANCE BY THE SPATE IN WHICH THE BUILDING IS TO BE PLACED UPON COMPLETION. ALL STATES USE THEIR LATEST STATE ADOPTED CODES FOR THEIR REVIEW OF MODULAR BUILDING PLANS. BUILDING TYPE AND USE CUSTOMER SIGNED DRAWINGSTOPROVIDE INSURANCE OFCODEECOMPPLIANCERAND CUSTOMER SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. DESIGN & LAYOUT ARE AS REVD BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REVD TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE JOB 18170 & 18171 A&B PROJECT: 28' x 64' ADULT CLASSROOM CUSTOMER: DEALER STOCK (CUSTOM WET) DATE: FEBRUARY 23, 2018 DEALER: D.S.M.B.I. - BILL ACKERMAN DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN AUTHORIZATION FROM N.W.B.S. (DRAWN BY: BM APP. BY: KO I DLR. LOCATION: BOISE, ID. — (208) 362-7587 rid 405 E. BOEING LANE BOISE, IDAHO 83716 PH: (208) 344-3527 DIWBooFAX: (208) 345-0420 SHEET: 0 PROVIDE (GAPPED) ROUGH -IN FOR UTILITY D� SINK b DRINKING---\\\ F FOUNTAIN (FIXTURES BY � OTHERS) I 1/21' 1/2' ' �I/2" UTILI,`( UTILITY 1/2" - I '''''1/2" xx ` 0 in 'I 6 1/6" 4 3/4" I 55'-2" 2q'-3 3/8" n 4 3/4" 4'1'-2" 3q'-4 64'0" 2i, 3/4" 32'-6" �0" 31'-. 1/4" 1 261-10" _ I H/S 48x4 20'-8" 2q'-3 3/8" Cr) H/5 48x4 12'-10" O H/5 4 6 1/8 4 3/4"� I 1 4'-10" II (6" EAVE) H/5 48x4 6 1/5" 53'-2" 23'-Q 3/4" U 45'-2" 3q'-3 3/8" 4 3/4" 1' 0" NOTES: HASTE MANIFOLD — ALL HORIZONTAL HASTE (N.I.G.) GOLD HATER LINES HOT HATER LINES TOTAL SERVICE FIXTURE UNITS, 10.5 UNITS (46 to 60 PSI \ 100' Developed length) TOTAL DRAIN FIXTURE UNITS, 13 UNITS (Sizing per Tcble Y-5 of UPC) LAVY SERVICE WATER PIPING NTS W/G 4.- W/G 1/2 LAVY I/24I L I/2" 11i2" 211 LAVY `.4 1/2" X3/4" n �� 1 I/2 3/4" WATER 3/4 SUPPLY INLET 2" CLEAN OUT< I 1/2" V.T.R. 1 1/2" I 1/2" 1 1/2" /�2" PROVIDE (CAPPED) ROUGH -IN FOR UTILITY SINK d DRINKING FOUNTAIN (FIXTURES BY OTHERS) 2" GLEAN OUT 3" V.T.R. 3" CLEAN OUT WASTE WATER PIPING\ NTS �3" 3"MAIN / SEWER CONN 31'-8 5/8" 6 3/4" 64' 0" 1' 0" 24'-3 '1/8" x 14'-10" 4 3/4" 23'-q 3/4" x U I/ 6'-10" (6" EAVE) w 6 m r N 6 1/8" FLOOR PLAN SCALE: 1/4" = 11-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 • City of Tukwila BUILDING RIVISIOM,.I NOTES: (I) MOUNT WINDOWS ® STANDARD DOOR HEIGHT.(6'-8" TO TOP) (2) PROVIDE R -I I INSULATION 0 RESTROOM WALLS Q PLENUM ALL. 1' I A 4 0 H/G RESTROOM DIMENSIONS SCALE 1/4" = I'-0" N 1 S E BUILDING GLASSIFIGALTION TOTAL BLDG. FLOOR AREA 1 1q2 50. FT. FLOOR LIVE LOAD. 40 PSF ROOF LIVE LOAD 40 PSF WIND LOAD 125 MPH/EXP. C SEISMIC CAT OCCUPANCY GROUP $ TYPE OF CONST TYPE V -B (NON -RATED) OCCUPANCY LOAD PER I BC/TABLE 1004.1.1 CLASSROOM AREA 20 SQ. FT. NET 31 OCCUPANTS PER CLASSROOM TOTAL OCCUPANT LOAD PER TABLE 1004.1.1.. 14 OCCUPANTS RECEIVED CITY OF TUKWILA MAR 19 2018 PERMIT CENTER RENES 9/27/2019 RENEWS: DECEMBER 31, 2019 RENEWS 9/27/2019 AMIN NWBS MODULAR BUILDINGS ARE GOVERNED FOR CODE COMPLIANCE BY THE STATE IN WHICH THE CODES ORB THEIR REVIEW OF MODULAR BUILDING STATES USE TR YPE LATEST DICTATE WHAT THE STATE ALSO REVIEWS. NWBS REUES ON THE STATE APPROVAL AND CUSTOMER SIGNED DRAWINGS TO PROVIDE INSURANCE OF CODE COMPLIANCE AND CUSTOMER SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. DESIGN & LAYOUT ARE AS REQ'D BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REQ'D TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN AUTHORIZATION FROM N.W.B.S. JOB # 18170 & 18171 A&B DATE: FEBRUARY 23, 2018 DRAWN BY: BM APP. BY: KD PROJECT: 28' x 64 , ADULT CLASSROOM CUSTOMER: DEALER STOCK (CUSTOM WET) DEALER: D.S.M.B.I. - BILL ACKERMAN DLR. LOCATION: BOISE, ID. - (208) 362-7587 1(0 DIVF 405 E. BOEING LANE BOISE, IDAHO 83716 PH: (208) 344-3527 FAX: (208) 345-0420 SHEET: I I� PORTABLE FIRE EXT. (N.I.G) FIRE STOP 10' MAX (TYP OF 2) m Iltrio L PORTABLE FIRE NEXT. (N.1.G) ACCORDION DOOR CLASSROOM 4*2 d1 CLASSROOM #I N (SEE DETAIL/SHT.#3A) (-14q SO. FT.) CARPET 3 I 1 I I (i441 so. FT.) CARPET 9/8" GYPSUM o PLENUM p.) (2)1-1/2"x24" LVL BEAMS (I PER MOD) INT. COLUMN. (I EA) 4x6 #2HF 1N(2EA)/LVL BEARING BLOCKS ATTACHED TO LVL EXT. COLUMNS. (2)2x6#2HF W/(22EA) 1/4x3 SIMPSON SDS SCREWS (TYP. W/NO BEARING BLOCK OF 2) REQUIRED (TYP OF 4) r- L ACCORDION DOOR (5EE DETAIL/5HT.a3A) m l'-0" 113 Iy (V MP - 1 .I_ I , l) + / HGRR , /I d i c / 1 \ \ HGRR\ 1 PROVIDE (GAPPED) ROUGH -IN FOR UTILITY SINK 4 DRINKING FOUNTAIN (FIXTURES BY OTHERS) /51 -IT VINYL / / ,, / / \ . / / _1 / [r:I) \ SI -1T VINYL` / \ \ , ' / \ \ / • .\ , (6" EAVE) H/5 48x4 6 1/5" 53'-2" 23'-Q 3/4" U 45'-2" 3q'-3 3/8" 4 3/4" 1' 0" NOTES: HASTE MANIFOLD — ALL HORIZONTAL HASTE (N.I.G.) GOLD HATER LINES HOT HATER LINES TOTAL SERVICE FIXTURE UNITS, 10.5 UNITS (46 to 60 PSI \ 100' Developed length) TOTAL DRAIN FIXTURE UNITS, 13 UNITS (Sizing per Tcble Y-5 of UPC) LAVY SERVICE WATER PIPING NTS W/G 4.- W/G 1/2 LAVY I/24I L I/2" 11i2" 211 LAVY `.4 1/2" X3/4" n �� 1 I/2 3/4" WATER 3/4 SUPPLY INLET 2" CLEAN OUT< I 1/2" V.T.R. 1 1/2" I 1/2" 1 1/2" /�2" PROVIDE (CAPPED) ROUGH -IN FOR UTILITY SINK d DRINKING FOUNTAIN (FIXTURES BY OTHERS) 2" GLEAN OUT 3" V.T.R. 3" CLEAN OUT WASTE WATER PIPING\ NTS �3" 3"MAIN / SEWER CONN 31'-8 5/8" 6 3/4" 64' 0" 1' 0" 24'-3 '1/8" x 14'-10" 4 3/4" 23'-q 3/4" x U I/ 6'-10" (6" EAVE) w 6 m r N 6 1/8" FLOOR PLAN SCALE: 1/4" = 11-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 • City of Tukwila BUILDING RIVISIOM,.I NOTES: (I) MOUNT WINDOWS ® STANDARD DOOR HEIGHT.(6'-8" TO TOP) (2) PROVIDE R -I I INSULATION 0 RESTROOM WALLS Q PLENUM ALL. 1' I A 4 0 H/G RESTROOM DIMENSIONS SCALE 1/4" = I'-0" N 1 S E BUILDING GLASSIFIGALTION TOTAL BLDG. FLOOR AREA 1 1q2 50. FT. FLOOR LIVE LOAD. 40 PSF ROOF LIVE LOAD 40 PSF WIND LOAD 125 MPH/EXP. C SEISMIC CAT OCCUPANCY GROUP $ TYPE OF CONST TYPE V -B (NON -RATED) OCCUPANCY LOAD PER I BC/TABLE 1004.1.1 CLASSROOM AREA 20 SQ. FT. NET 31 OCCUPANTS PER CLASSROOM TOTAL OCCUPANT LOAD PER TABLE 1004.1.1.. 14 OCCUPANTS RECEIVED CITY OF TUKWILA MAR 19 2018 PERMIT CENTER RENES 9/27/2019 RENEWS: DECEMBER 31, 2019 RENEWS 9/27/2019 AMIN NWBS MODULAR BUILDINGS ARE GOVERNED FOR CODE COMPLIANCE BY THE STATE IN WHICH THE CODES ORB THEIR REVIEW OF MODULAR BUILDING STATES USE TR YPE LATEST DICTATE WHAT THE STATE ALSO REVIEWS. NWBS REUES ON THE STATE APPROVAL AND CUSTOMER SIGNED DRAWINGS TO PROVIDE INSURANCE OF CODE COMPLIANCE AND CUSTOMER SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. DESIGN & LAYOUT ARE AS REQ'D BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REQ'D TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN AUTHORIZATION FROM N.W.B.S. JOB # 18170 & 18171 A&B DATE: FEBRUARY 23, 2018 DRAWN BY: BM APP. BY: KD PROJECT: 28' x 64 , ADULT CLASSROOM CUSTOMER: DEALER STOCK (CUSTOM WET) DEALER: D.S.M.B.I. - BILL ACKERMAN DLR. LOCATION: BOISE, ID. - (208) 362-7587 1(0 DIVF 405 E. BOEING LANE BOISE, IDAHO 83716 PH: (208) 344-3527 FAX: (208) 345-0420 SHEET: AIR BARRIER AIR BARRIER MATERIAL: I. FLOORS: 3/4" Tete DECKING 2. WALLS: TYVEK COMM. BUILDING WRAP 3. ROOFS; POLY -X #'7 (4 MIL)VISQUEEN ONSITE SETUP NOTES: ENERGY GORE REQUIRES A CONTINUOUS AIR BARRIER THAT MUST BE TESTED ONSITE PER SECTION 0402.5.1.2. CARE MUST BE TAKEN IN SEALING THE MODLINE DURING SETUP TO ENSURE THE AIR BARRIER 15 CONTINUOUS AND MAINTAINED ACROSS THE MODLINE. I. MODLINE WALLS SEAMS SHALL BE TAPED ACROSS USING CONSTRUCTION SEAMING TAPE 2. FLOOR GAPS SHALL BE FILLED USING GROUT OR CLOSED CELL POLYURETHANE GAP SEALANT 3. GAPS BETWEEN THE MODLINES BEAMS SHALL BE FILLED USING CLOSED CELL POLYURETHANE GAP SEALANT FASTENER SGHEDULE I) CHASSIS TO FLOOR: (tea) 5/16"x3" LAG SCREWS 0 EACH OUTRIGGER (48" 0/C PERIMETER OF BUILDING. PROVIDE 5/16"x3" LAG SCREWS IN/CLIPS STAGGERED 0 EACH MAIN I -BEAM 0 4'-0" 0/C. 2) TRIPLE FLOOR JOISTS AT ENDS: FASTEN W/(377d(2 1/4") 0 24" O.G. BOTH SIDES !/ADHESIVE 5) FLOOR RAIL TO FLOOR JOIST: FASTEN W/(4)12d NAILS 4) DECKING TO JOIST -PERIMETER: FASTEN BLDG. PERIMETER 4 PANEL EDGES W/(6d) RINGSHANK NAILS 0 6" O.C./FASTEN PANEL FIELD W/(6d) RINGSHANK NAILS 0 12" O.G. SIDEWALL TO FLOOR: FASTEN W/(12d) o 8" O.G. 6) ENDWALL TO FLOOR: FASTEN W/(12d) 0 6" O.G. 1) ENDWALL TO SIDEWALL: FASTEN W/(12d) 0 6" O.G. 4 (sea) 12d 0 TOP PLATE OVERLAP IN/STRAP 8) SIDEWALL PLATE TO STUDS: FASTEN W/(3eo) 12d NAILS q) ROOF TO SIDEWALL: TOENAIL 2x8 RIM RAIL W/(12d) NAILS 0 4" 0/C 10) 2x4/8 RIM RAIL TO ROOF TRUSSES: FASTEN W/(2/4) 12d NAILS 1/2" CDX SHEATHING BLOCK EDGES 0'-0" 0 EA. END - FASTEN SHEATHING 1/4/(8W NAILS O 6" O.G. 0 BUILDING PERIMETER o 6" O.G. 0 PANEL EDGES O 12" O.G. PANEL FIELD 3/4" TAG DECKING D -METAL ARCH SHINGLES I" AIR SPACE 2X2XI8" (6" OPENING) SKIP BLOCKING FASTENED TO TOP OF LVL BEAM. CENTER OPENINGS ON JOIST BAYS FOR VENTING. 4/4x6" FIBER CEMENT TRIM 2x4 LEDGER FASTENED 1N/(12d)NAILS 0 6" 0/6 2x4 BRACING o 8'-0" 0/C FASTEN W/(5)I2d NAILS TO JOIST o EACH BRACE _per -wel a LEAVE SI ILATHING BACK 5/4" EACH SIDE FOR VENTILLATION 7 9" RIDGE GAP (2 EA)I I/2"x24 LVL BEAMS(2.OE) (I PER UNIT) PABGO ARCH. SHINGLES 1^1/(2)LAYERS 15* FELT (PROVIDE ICE/DAM UP 36" 0 PERIMETER OF BLDG.) 7/16" O58 SHEATHING IN/CLIPS VENTED FIBER CEMENT SOFFIT -1/8" PRIME RIB "C" METAL PRIME RIB 3/4" 2ctga STEEL SIDING 2x4 TAIL 12 (6" OVERHANG) 2PITCH I/2"x3-I/2" LAGS 0 48" 0/C NP 4") MFG. TRUSSES 0 24" 0/C R-51 UNPAGED INSULATION kV/CLASS A V/R W E 2x4 RIMRAIL 2x4 RAIL D -METAL 4/4X6" FIBER CEMENT FACIA \___ VENTED FIBER CEMENT SOFFIT 1/8" PRIME RIB "C" METAL 2x8 RIMRAIL 6" GLASS A V/R MOBILE FLEX -K OVER (4 MIL) VISGIUEEN EAVE DETAIL SCALE: I" =11-0" 1/16" 055 (UP I I/2") PRIME RIB 3/4" 2%o STEEL SIDING (UP I 1/29 PRIME RIB BOTTOM TRIM SKIRTING (N.I.C) 1" FIBERGLASS DUCT SUSPENDED T -GRID CEILING SEAL BETWEEN FLOOR AND WALL 2x8 0 16" 0/C PERIMETER DETAIL SCALE: 1 1/2" = 1'-0" MFG. TRUSSES 0 24" 0/C DBL 2X8 RIM RAIL 2X6 BOTTOM PLATE 2X6 STUDS 0 IS" O.G. GO\\EGT O\ DETAIL NT5 VINYL GYPSUM PART OF CONTINUOUS AIR BARRIER SYSTEM 5/8" VINYL GYPSUM (SEAL ALL SEAMS WITH SILICONE PRIOR TO PLACING BATTS) UNIT "A" DBL. 2x8 RIMRAILS UNIT IIB" 2x6 DBL TOP PLATE PRIME RIB 5/4" 29gO STEEL /--SIL5ING 1/16" 058 WITH Z—BLDG. WRAP 3/4" TBG 058 DECKING TCG 058 FLOORING PART OF CONTINUOUS AIR BARRIER SYSTEM R -SO UNPAGED INSULATION 3/8"x7" LAG BOLTS O 48" 0/C 2x8 #2HF JOISTS 0 Ib" 0/C 31 3/4" aQ 1/2" 13'-10" k 31 3/4" 31 3/4" k as 1/2" 13'-10" R -2I UNPAGED INSULATION 2x6 BOTTOM PLATE DBL. 2x8 RIMRAIL PRIME RIB BOTTOM TRIM MOBILE FLEX -K 31 3/4" 12" I -BEAM fArz, Co '10 4 `0`/H USE (I -J) 12d NAILS ON EACH SIDE OF SPLICE. SPLICE BLOCKING NAILS MUST BE PLACED WITHIN 2' OF SPLICE AND MAY BE INSTALLED FROM TOP ALONG ENTIRE LENGTH AND\OR FROM BOTTOM OUT OF BLOCK\SPLICE AREA DBL TOP PLATE CHORD SPL I GE NTS 24" LVL BEAMS 21'-8" SU I LID I NCS SECTION SCALE: 3/8" = I'-0" FILL GAP AROUND INSTALLED WINDOW WITH WINDOW AND DOOR FOAM MFG. TRUSSES O 24" O.G. NO BEARING BLOCK REQUIRED (2) 2x6 #2HF COLUMN FULL HEIGHT ENDWALLS: BLOCK ALL EDGES - FASTEN SHEETING W/(8d) NAILS 0 6" 4 12" O.G. SIDEWALLS: BLOCK ALL EDGES - FASTEN SHEETING W/(8d)NAILS 0 5" 4 12" O.G. 24" LVL BEAMS (2 EA) LVL BEARING BLOCKS ATTACHED _ TO LVL W/(22) I/4x3 SDS SCREWS (I) 4x6 #2HF COLUMN FULL HEIGHT (Sea) SIMPSON LSTAIB W/N-10 NAILS TYPICAL OF BOTH TOP 4 BOTTOM OF COLUMN EXTERIOR COLUMN DETAIL NTS NOTE: 2x8 RAIL 15 STRUCTURAL HEADER OPENING 2 USE (I) 2X6X6 '1111 FLAT 1111 DOOR HEADER DETAIL NTS WINDOW HEADER DETAIL NTS *NOTE: JOI ST HANGERS REQ 0 TRUSSES OVER WINDOW 4 DOOR OPENINGS (SIDEWALLS ONLY) NOTE: 2x8 RAIL 15 STRUCTURAL HEADER 48" OPENING U5E (4411 I (I) 2X6 FLAT I 144 REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila BUILDING DIVISION L(lea) SIMPSON ST2215 IN/N-10 NAILS TYPICAL OF BOTH TOP 8 BOTTOM OF COLUMN INTERIOR COLUMN DETAIL NT5 RECEIVED CITY OF TUKWILA MAR 19 2010 PERMIT CENTER RENEWS 9 27 2019 RENEWS: DECEMBER 31, 2019 RENEWS 9 27 2019 NWBS MODULAR BUILDINGS ARE GOVERNED FOR CODE COMPLIANCE BY THE STATE IN WHICH THE BUILDING IS TO BE PLACED UPON COMPLETION. ALL STATES USE THEIR LATEST STATE ADOPTED CODES FOR THEIR REVIEW OF MODULAR BUILDING PLANS. BUILDING TYPE AND USE DICTATE WHAT THE STATE ALSO REVIEWS. NWBS RELJES ON THE STATE APPROVAL AND CUSTOMER SIGNED DRAWINGS TO PROVIDE INSURANCE OF CODE CDMPLJANCE AND CUSTOMER SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. DESIGN & LAYOUT ARE AS REQ'D BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REQ'D TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS. DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN AUTHORIZATION FROM N.W.B.S. JOB 18170 8c 18171 A&B DATE: FEBRUARY 23, 2018 DRAWN BY: BM APP. BY: KD PROJECT: 28' x 64' ADULT CLASSROOM CUSTOMER: DEALER STOCK (CUSTOM WET) DEALER: D.S.M.B.I. — BILL ACKERMAN DLR. LOCATION: BOISE, ID. — (208) 362-7587 rid 405 E. BOEING LANE BOISE, IDAHO 83716 PH: (208) 344-3527 FAX: (208) 345-0420 SHEET: nII r/ 51PSON 5T2215 (TYP OF 4) (3)ea 13/4"xq 1/2" LVL's 1^1(lea)1/4" FILLER\ SIMPSON DTT2Z 3/5" THREADED RODS_ Y (3)ea 13/4"xq 1/2" LVL's 1A1(Iea)I/4" FILLER a 5/8" 5' 4" 51_5II SIMPSON DTT22 3/5" THREADED ROD 2' 10" r* 3' 0" al of \�(2 EA) 11/2" X T -GRID CEILING II 3/4" LVL's 5' 3,, (2 EA) 2X6 (2 EA) 1 1/2" X II 3/4" LVL's f(2 EA) 2X6 12'-8 3/4" 0 1,7 d 6 2 I 0 T -GRID CEILING r%'" SIMPSON HGA 10 GUSSET ANGLE (TYP OF 4) (4 EA) 2X4X22-I/2 BLOCKS STACKED 1 {Y AGGORD O TRUSSES O 24" O/C \ DOOR H FRO\T VIE EAEEADER DETAIL A (3)ea 2X10 #2HF W(2ea) /2" FILLER 1/2" PLY OR 05B lI SIMPSON DTT2Z-_ 3/5" THREADED ROD (2 EA) I I/2" X II 3/4" LVL's I I 0 3/4">k ' �'711/2I 4 3/4"� 4 3/4"� I• I 12" SPACE ' I' I H-I'QI/2"H' z 0 d z '1 TRUSSES 0 24" 0/C (3)ea 2X10 4t2HF 10J(2e0)/2" FILLER I -5/8x1 -5/5x12" PIECE OF CHANNEL. LAG (5") TO LVL'S ON EACH END AND INSERT 3/S THREADED ROD INTO CENTER WITH 2 NUTS\2 LOCK WASHERS\ 2 WASHERS. U U '-T-GRID CEILING SIMPSON H6A 10 GUSSET ANGLE �(TYP OF 4) - I(4 EA) 2X4X22-I/2 BLOCKS STACKED NAIL BLOCKS DOWN FROM TOP G SIDES THROUGH ROOF JOISTS) i 11 (3 EA) 2X6 7c,oLumst ACCORD I O \ DOOR HEADER DETAIL SDE VIE^ AGGO.D O \ DOOR HEADER S I DEAALL/ �EST�OO DETAIL ^ALL AGGORDIO\ SART T O\. DETA L SCALE: I/211=I 1-011 REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila BUILDING DIVISION W N S RECEIVED CITY OF TUKWILA MAR 19 2018 PERMIT CENTER E RENEWS 9/27/2019 RENEWS: DECEMBER 31, 2019 RENEWS 9/27/2019 NWBS MODULAR BUILDINGS ARE GOVERNED FOR CODE COMPLIANCE BY THE STATE IN WHICH OMPLETION. ALL STATES USE THEIR LATEST STATE THE BUILDING IS TO BE PLACED UPON TWA, Manta FOR THEIR REVIEW OF MODULAR BUILDING PLANS. BUILDING TYPE AND USE DICTATE WHAT THE STATE ALSO REVIEWS. NWBS REEFS ON THE STATE APPROVAL AND1(0 CUSTOMER SIGNED DRAWINGS TO PROVIDE INSURANCE OF CODE COMPLIANCE AND CUSTOMER SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. DESIGN & LAYOUT ARE AS REVD BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REVD TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE JOB 1 8C 18171 A&B PROJECT: 28' x 64' ADULT CLASSROOM 405 E. BOEING LANE BOISE, IDAHO 83716 PH: (208) 344-3527 FAX: (208) 345-0420 SHEET: )) CUSTOMER: DEALER STOCK (CUSTOM WET) DATE: FEBRUARY 23, 2018 DEALER: D.S.M.B.I. - BILL ACKERMAN DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN AUTHORIZATION FROM N.W.B.S. DRAWN BY: BM APP. BY: KD DLR. LOCATION: BOISE, ID. - (208) 362-7587 VENTED RIDGE GAP ARCH SHINGLES 12 2 PIS 4/4X6" FIBER CEMENT FACIA TRIM 7171-17-7 u LI -7-771 LII J 11 u I I u I I U IT - I I I I II l l WT T I 4" TRIM 0 CORNERS 4" TRIM 0 CORNERS 1 11 1 t 1 11 1 1 1 1 1 1 1 • • , II 1 1 1 • • • • • 1 II 1 1 1 1 1 1 1 1 1 PRIME RIB STEEL BOTTOM TRIM 4/4X6" FIBER CEMENT 12 FACIA TRIM 2 PITCH "C" METAL TRIM 0 WINDOWS VENTED RIDGE GAP , , , • , , , "G" METAL TRIM NORTH ELEVATION *°°°15 PRIME RIB STEEL BOTTOM TRIM 111EST ELEVATION SCALE: 1/4" = ILO" PRIME RIB 3/4" 2490 STEEL SIDING VENTED RIDGE GAP SCALES 1/4" = I'-0" 4" TRIM 0 CORNERS PRIME R B 3/4" 2ctga STEEL SIDING 4/4X6" FIBER CEMENT 12 FACIA TRIM 2 P VENTED RIDGE GAP III ■I111113 ARCH SHINGLES PRIME RIB 3/4" "C" METAL TRIM ILPR ME RIB STEEL 2490 STEEL SIDING 0 DOORS BOTTOM TRIM EAST ELEVATION SCALE: I/4" = I'-0" ARCH SHINGLES 4/4X6" FIBER CEMENT 12 2 PITCH FACIA TRIM H J II III J II III J I III J H II J H III H II J 11111 11 Il 1 III H .1 J I II J H H J Ll H I 11 111 J H I II II J II I 11 11 1 0 00 0,414 4 %4 4" TRIM_f 0 CORNERS 1 1 00 0 PRIME RIB STEEL BOTTOM TRIM "G" METAL TRIM 0 WINDOWS SOUTH ELEVATION SCALE: 1/4" = I'-0" PRIME RIB 3/4" 2192 STEEL SIDING N W REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 19 2010 PERMIT CENTER NWBS MODULAR BUILDINGS ARE GOVERNED FOR CODE COMPUANCE BY THE STATE IN WHICH THE BUILDING IS TO ADOPTED CODES FORBE THEIR REVIEW OF MODUTARPLACED UPONDN. DUILOING PLAALL NS.USE BUILDING TPE ANDTHEIR LATESTTUSE DICTATE WHAT THE STATE ALSO REVIEWS, NWBS RELIES ON THE STATE APPROVAL AND CUSTOMER SIGNED DRAWINGS TO PROVIDE INSURANCE OF CODE COMPLJANCE AND CUSTOMER SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. DESIGN & LAYOUT ARE AS REQ'D BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REQATE'D TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE JOB 18170 & 18171 A&B PROJECT: 28' x 64' ADULT CLASSROOM • 405 E. BOEING LANE CUSTOMER: DEALER STOCK (CUSTOM WET) BOISE, IDAHO 83716 rt0 DATE: FEBRUARY 23, 2018_ ACKERMAN��- PH: (208) 344-3527 DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN AUTHORIZATION FROM N.W.B.S. DEALER: D.S.M.B.I. — BILL FAX: (208) 345-0420 DRAWN BY: BM APP. BY: KD I DLR. LOCATION: BOISE, ID. — (208) 362-7587 SHEET: I 200 AMP 3-PHASE M.B. POWER PANEL NEMA -3R (EXT./SURFACE) **NOTES** ADDITIONAL EFFICIENCY PACKAGE OPTIONS PER C406 ( REG). GF I 12 IN& I) REDUCED LIGHTING POWER PER C406.3 .66W (TABLE C405.4.2(I)XI1g2=1183W 1183WX(.15)-881W ALLOWED/ 184 INSTALLED COMPLIES. 2) ENHANCED LIGHTING CONTROL PER 0406.4 2)1) LUMINARIES ARE CONFIGURED FOR CONTINUOUS DIMMING 0100%. 2)2) EACH LUMINAIRE EQUIPPED W/0 -10V DIMMING DRIVER. **NOTES** NEC 421.22 GROUND FAULT PROTECTION OF EQUIPMENT (GFEP) SHALL BE PROVIDED FOR ELECTRIC HEAT TRACE. THE DEVICE PROVIDING THIS PROTECTION SHALL BE SENSITIVE TO LEAKAGE CURRENTS FROM 6mA TO SOmA. THIS IS UNLIKE GFCI PROTECTION FOR PERSONAL THAT TRIPS AT 5mA (+ OR - ImA) POWER PACK TO CONTROL POWER PACK TO CONTROL GIRCUT 12 RECEPTS PER CIRCUT II RECEPTS PER WSEC 0-405.10— —r- INCCC C407.410— DIMMER SWITCH PER WSEC 0405.2.2.2 - 18 REMOTE EMERGENCY HEAD (TYP OF 4) PHOTOCELL POWER PACK TO CONTROL POWER PACK TO CONTROL CIRGUT 10 RECEPTS PER GIRCUT q RECEPTS PER —WSEG-0405:10 T —--WSEE-G40:..I0 **NOTES** di)ALL GENERAL USE (NON-DEDICATED/GFI) RECEPTACLES TO BE 50/50 OCCUPANCY CONTROLLED. THE TOP PLUG WILL BE OCCUPANT CONTROLLED, THE BOTTOM PLUG WILL HAVE CONSTANT 120V POWER. ALL RECEPTACLES SHALL BE CLEARLY' LABELED 4 MARKED ACCORDINGLY. *LEGEND .$ NOTES* 120/208V 4. PANEL (49W) I� ! �1 01111-4111111%4 2X4/REGLJ..CD LED FLAT (51MKAR $►LDP -24 -51L -40 -UI) DIMMING E E 0 EBj d 1F�T ,,IRC * ; H HAL- MT. HORN/STROBE. t?GUGH-IN ONLY (84" AFF. TO CENTER) 4 sq BOX (S&L. GANG CEILINMIMING) MI 9/4" CONDUIT STUB TO ABOVE CEILING ®g HARRIS *300 EXT. HALL MT. IN(10101) LED LAMP Pi/PHOTOCELL (SEPARATE) ® PULL STATION. ROUGH -IN ONLY (45" AFF TO CENTER) CENTER) 4 BOX (SOL. SANS MUDRINS»J/ 9/4" CONDUIT STUB TO ABOVE CEILING P12F PP 12 II O II 8 E �� PG HLlvM II/ I 8 // / 1/ ® WALL MT. STROBE. ROUGH -IN ONLY (84" AFF, TO CENTER)4 sq BOX (SGL, GANG MOORING) W/ 9/4" CONDUIT STUB TO ABOVE CEILING GFI i EXIT 1 „ 10 �\ ��' ‘ \, E. `F 10 PG 10 PP PP g SPEC GRADE 2AAMP TAMPER RESISTANT WEATHER PROOF SR DUPLEX RECEPT 30 (I) 200A/120 -208V 3-PHASE MAIN BREAKER EXT. MT, POKIER PANEL Cid D PHONE/DATA ROUGH -IN ONLY. 450 BOX TWIG MUDRING W/BLANK COVER W/1/2" CONDUIT STUB TO ABOVE CEILING ONLY 0 18" AFF TO CENTER 2 9 SIGN. INP .J -BOX INCOMPLETE HIRING 0 16" TO CENTER AY® c o © BARD BRAND HAIL MT. PROGRAMMABLE T -STAT o r TO CENTER) ab,RD 08409-060) IN/ CO -2 88 CEILING MOUNT OCCUPANCY SENSOR (FINITE)seNsoR (HATTSTOPPER *C1-203)101/HATTSTOPPER *BZ -130 POPER PACK O CEILING MT. EXHAUST FAN (100 CFM) (AIRKING* 13F0110) ® INATTSTOPPER *L-5-301 DIMMING PHOTO SENSOR FOR DAYLIGHT ZONES 5 --.0 (� , II 499 12-2 111 I 8 ID . '1 6 I 1 eI . 'II I I 449 LI, II LIGHTING/FANS T g I — V 8"AFF / / +L "AFF // 540 _ , O , - SD , 5D _ - ___ _______ ____ O 10 +48"A \\ `� +54"A F 't 20 1 1 340 — r1 — I +54"AFF a I — — ; — — — I 1 C>+54"AFF 13 540 12-2 014 I II 12 1 O 20 12-2 540 9 GFIEVREGEPTS —40 I I RECEPTS S 900 I I � LI„ I 1 INSTA HOT GKT X15,11 iri (208V) trill GFEP 16 11:/ ../ 1 / / ! 12-2 :•1 S RECEPTS INSTAHOT I 2400 2400 10-2 90 2 15 —•-- =_`41 I --= I 20 12-2 1500 1 HEATAPE 11 18 1 20 �\ �� 1500 1 DED SIGN --0. 4'°,) �s A.. 19 20 �� 131 13 �� 21 //�A \'-- 14 �g5 +45" __-"d1:1--- "� — 23 -- -- J J---'� 24 J - - 25 26 4—.--'*-. ',/ -----� __ - PG __....--/ , I14 // ,'''-___ 21 ------ `.\ �3 26 = ® + + ® 1 ill 29 -- O E�8 FB I PD O U PP a \._PP a a 13 E FB 0 **NOTES** di)ALL GENERAL USE (NON-DEDICATED/GFI) RECEPTACLES TO BE 50/50 OCCUPANCY CONTROLLED. THE TOP PLUG WILL BE OCCUPANT CONTROLLED, THE BOTTOM PLUG WILL HAVE CONSTANT 120V POWER. ALL RECEPTACLES SHALL BE CLEARLY' LABELED 4 MARKED ACCORDINGLY. *LEGEND .$ NOTES* 120/208V 4. PANEL (49W) 1%1 EA t 1L.R IGS MILX-&-EM-WH EXIT SIGN W/ BAI 1tRY BACKUP 01111-4111111%4 2X4/REGLJ..CD LED FLAT (51MKAR $►LDP -24 -51L -40 -UI) DIMMING E E EXITRONIGS *LED -90-R DUAL FIEAD EMERGENCY LIGHT W/ BATTERY BACKUP WAILED REMOTE HEAD HIRE SIZE 2X4/REGE55ED LED FLAT PANEL (49W) (SIMKAR 4LDP-24-51L-40-UI) DIMMING (DAYLIGHT ZONE) ,,IRC * A ,111 r H HAL- MT. HORN/STROBE. t?GUGH-IN ONLY (84" AFF. TO CENTER) 4 sq BOX (S&L. GANG CEILINMIMING) MI 9/4" CONDUIT STUB TO ABOVE CEILING ®g HARRIS *300 EXT. HALL MT. IN(10101) LED LAMP Pi/PHOTOCELL (SEPARATE) ® PULL STATION. ROUGH -IN ONLY (45" AFF TO CENTER) CENTER) 4 BOX (SOL. SANS MUDRINS»J/ 9/4" CONDUIT STUB TO ABOVE CEILING ttPA LOH VOLTAGE MOMENTARY SWITCH 0 45' AFF TO CENTER (HHITE) (HATTSTOPPER PGG2 -W) A 5 O 20 AMP SPEC GRADE TAMPER RESISTANT DUPLEX RECEPT (WHITE) 0 18" AFF TO CENTER UNLESS NOTED OTHERWISE ("SEE RECEPTACLE NOTE"") ® WALL MT. STROBE. ROUGH -IN ONLY (84" AFF, TO CENTER)4 sq BOX (SGL, GANG MOORING) W/ 9/4" CONDUIT STUB TO ABOVE CEILING GFI i SPEC, GRADE 20AMP TAMPER RESISTANT GPI DUPLEX RECEPT (FINITE) 0 43" AFF e SMOKE DETECTORS. NO ROUGH IN REQUIRED GPj (� SPEC GRADE 2AAMP TAMPER RESISTANT WEATHER PROOF SR DUPLEX RECEPT 30 (I) 200A/120 -208V 3-PHASE MAIN BREAKER EXT. MT, POKIER PANEL Cid D PHONE/DATA ROUGH -IN ONLY. 450 BOX TWIG MUDRING W/BLANK COVER W/1/2" CONDUIT STUB TO ABOVE CEILING ONLY 0 18" AFF TO CENTER 2 9 SIGN. INP .J -BOX INCOMPLETE HIRING 0 16" TO CENTER AY® AUDIO VIDEO ROUGH -IN ONLY. 452 BOX FI/2G MUDRING PI/BLANK COVER VW CONDUIT STUB TO ABOVE CEILING o © BARD BRAND HAIL MT. PROGRAMMABLE T -STAT o r TO CENTER) ab,RD 08409-060) IN/ CO -2 88 CEILING MOUNT OCCUPANCY SENSOR (FINITE)seNsoR (HATTSTOPPER *C1-203)101/HATTSTOPPER *BZ -130 POPER PACK O CEILING MT. EXHAUST FAN (100 CFM) (AIRKING* 13F0110) ® INATTSTOPPER *L-5-301 DIMMING PHOTO SENSOR FOR DAYLIGHT ZONES POWER PACK TO CONTROL CIRCUIT 14 RECEPTS PER WSEC 0405.10 ELECTRICAL FO/ ER FLAN SCALE. 1/4" = I'-0" MARK CONTROLLED RECEPTACLES PER WSEC 0405.10 NOTE: ALL WIRING TO BE IN M/C CABLE. VOLTAGE, PHASE1 BU55 AMPS, 120/208V 4. 200 AMP 3P MB. PANEL LOCATION FXTFRIOR PANEL It P14426063200 MOUNTING. .A1RI°A(.F @ HIRE 200 AMP SIEMENS MPH426083200 DESCRIPTION p OF WATTS HIRE SIZE BREAKER ,,IRC * CONNECTION BUS CIRC M BREAKER HIRE SIZE WATTS It OF DESCRIPTION A 5 O AMP POLE POLE AMP A 5 C HVAC I 6000 6000 6000 8-8-10 30 9 I 4-- +-- 2 9 50 8.6-10 6000 6000 6000 I WAG 5 4 —0-- 5 --.0 6 LIGHTING/PANS II 499 12-2 20 1 '1 6 I 20 12-2 449 II LIGHTING/FANS 6P15/ EG' EPTS 9 540 12-2 20 I 9 --•— 10 I 20 12-2 340 5 RECEPTS RECEPTS 3 540 12-2 20 I II 12 I 20 12-2 540 9 GFIEVREGEPTS —40 RECEPTS S 900 12-2 20 I 19 14 1 20 12-2 900 S RECEPTS INSTAHOT I 2400 2400 10-2 90 2 15 —•-- 16 I 20 12-2 1500 1 HEATAPE 11 18 1 20 12-2 1500 1 DED SIGN --0. 19 20 21 22 23 -- 24 25 26 4—.--'*-. 21 —•— 26 29 -- 90 91 +-- --- 92 93 S4 35 36 91 38 39 40 —+-- 41 -► 42 TOTALS 1539 9 8,940 8940 1,349 8,040 6040 TOTALS BUS A • BUS B • BUS C. • TOTAL • I4b88 16,960 16980 CLx2S% • 196 WATTS 48644 WATTS + 360 VOLTS • 136 AMPS 48,648 * • GFEP PROTECTED BREAKER POWER PACK TO CONTROL CIRCUIT 13 RECEPTS PER WSEC 0405.10 PROVIDE MIN (2) 5/8"X8' GROUND ROD W/(I)14 CU. 01.1.0) 400 AMP gl WP W 50 AMP HEATPUMP —DISCONNECT N (NEMA -3R) , A� I■ 200 AMP (B) MB PANEL 3" PVC CONDUIT WIRE BY UTILITY (N.I.Ga *4 BONDING WIRE 1 -BEAM TO I -BEAM PROVIDE 2 1/2" RIDGID CONDUIT W/(3) 4/0 THHN CU. (I) *4 THHN CU GROUND TO MAIN PANEL (WIRING NIG) ONE LINE D I AE'RAM NTS REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila BUILDING DIVISION RECEIVE CITY OF TUKWILA MAR 19 2018 PERMIT CENTER NWBS MODULAR BUILDINGS ARE GOVERNED FOR CODE COMPLIANCE BY THE STATE IN WHICH THE BUILDING IS TO BE PLACED UPON COMPLETION. ALL STATES USE THEIR LATEST STATE ADOPTED CODES FOR THEIR REVIEW OF MODULAR BUILDING PLANS. BUILDING TYPE AND USE DICTATE WHAT THE STATE ALSO REVIEWS. NWBS RELIES ON THE STATE APPROVAL AND CUSTOMER SIGNED DRAWINGS TO PROVIDE INSURANCE OF' CODE COMPLIANCE AND CUSTOMER SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. DESIGN & LAYOUT ARE AS REQ'D BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REQ'D TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN AUTHORIZATION FROM N.W.B.S. JOB # 18170 & 18171 A&B DATE: FEBRUARY 23, 2018 DRAWN BY: BM APP. BY: KD PROJECT: 28' x 64' ADULT CLASSROOM CUSTOMER: DEALER STOCK (CUSTOM WET) DEALER: D.S.M.B.I. — BILL ACKERMAN DLR. LOCATION: BOISE, ID. — (208) 362-7587 r0(0 405 E. BOEING LANE BOISE, IDAHO 83716 PH: (208) 344-3527 FAX: (208) 345-0420 SHEET: I I L 24 L 15" 49ci J -BOX I".1/ 20 BLANK COVER FOR AN HIRING INC BY OTFIERS) (TTP OF 3 PER CLASSROOM) 11 I I 11 11 11 11 I" CONDUIT STUB ABOVE T -GRID CEILING --co CLASSROOM (141 SO, FT.) CARPET I" CONDUIT STUB ABOVE T -GRID CEILING CLASSROOM #2 (141 SO. PT.) CARPET _LL L. 11 11 11 11 15" +/--S" 46ct J -SOX Hi 26 BLANK COVER FOR AN HIRING (HIRING E3Y OTHERS) (TYP CF 3 PER CLASSROOM) CLASSROOM END NALL DETAILS SCALE' 1/2" = l'-0" N WE REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 7 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 9 2019 PERMIT CENTER• NWBS MOOULAR BUILDINGS ARE GOVERNED FOR CODE COMPLIANCE BY THE STATE IN WHICH THE BUILDING IS TO BE PLACED UPON COMPLETION. ALL STATES USE THEIR LATEST STATE ADOPTED CODES FOR 1HEIR REVIEW OF MODULAR BUILDING PLANS. BUILDING TYPE AND USE DICTATE WHAT THE STATE ALSO REVIEWS. NWEIS REUES ON 1HE STATE APPROVAL AND CUSTOMER SIGNED DRAWINGS TO PROVIDE INSURANCE OF CODE COMPLIANCE AND CUSTOMER SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. DESIGN & LAYOUT ARE AS REQ'D BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REQ'D TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN AUTHORIZATION FROM N.W.B.S. JOB # 18170 & 18171 A&B DATE: FEBRUARY 23, 2018 DRAWN BY: BM APP. BY: KD PROJECT: 28' x 64' ADULT CLASSROOM CUSTOMER: DEALER STOCK (CUSTOM WET) DEALER: D.S.M.B.I. - BILL ACKERMAN DLR. LOCATION: BOISE, ID. - (208) 362-7587 roze:o 405 E. .BOEING LANE BOISE, IDAHO 83716 mt. PH: (208) 344-3527 Bap FAX: (208) 345-0420 Vir SHEET: 200 AMP 3-PHASE M.3. POWER PANEL NEMA -3R (EXT./SURFACE) 1 T 3' ROUND 220 GFM 3" ROUND 22"x 12"(20') 5/A DUCT 22"x14"(I2') R/A DUCT rA Ft 44 FULL 220 GFM 8" CUTOUT ROUND 220 GFM x ROU\ID 220 GFM \o� 3 ROUND ' ROUND 22"x12";2O') 5/A MGT 220 GFM 3" ROUN7--o PI PI FULL 22"x14"(12') IJA DUO CUTOUT 3" ROUND 220 GFM • 50 AMP HEATPUMP DISCONNECT • (NEMA -3R) 5 mtr A MECHANICAL LE&END H^AT \$ A/G SCHEDULE SYM. DESCRIPTION AMPS SONES S.P. HEATPUMP 3 TON /q KW 1N/I00% ECONOMIZER DUCT HEATPUMP AIRKING #BFQ110 120V .5 24" x 24" 4 -WAY SUPPLY AIR REGISTER W/MANUAL ADJ. DAMPER 0.125 lel 4" ROUND 1200 .20 24"x24" FULL CUTOUT (EGGGRATE) RETURN AIR REGISTER 34,600 32,000 BARD W36HA-B09 W/100% ECONOMIZER O BARD WALL MT. PROGRAMASLE T -STAT 0 48" AFF (BARD #8403-060) © BARD 8403-061 Got SENSOR (48" AFF TO CENTER) **NOTES" 0403.6 DOAS EXCEPTION I - USING NATURAL VENTILATION PER IMG SECTION 402 (4% OF FLOOR AREA) 11012 SQ FT (NET) X .04 = 11.1 SO FT REQUIRED NET WINDOW OPENING (22 I/4"x46 1/2") = 1.2 SQ FT 1.2 50 FT X (10 WINDOWS) = 12.2 5Q FT WINDOWS DOOR = 20 50 FT EACH 2050 FTX(4DOORS) =8050FTDOORS 152.2 5Q FT OF WINDOW 4 DOOR OPENINGS VENTILATION FANS H^AT \$ A/G SCHEDULE MODEL VOLTS AMPS SONES S.P. GPM DUCT 10) AIRKING #BFQ110 120V .5 3.5 0.125 100 4" ROUND HVAC GE I L I NCS FLAN SGALEI 1/4" = 1'-0" IXIUM E FIREIN N PERII.2TER CLIPS Datell G 1#0 Aeovt1 ESE ROTA -LAME PIM ZONA BELOW PAIN SA HERS AIN RT 6 PERIMIT18e MUM =NI MVO LI*HTRI6 Rt1QNTION CLIPS (OR RrnmoN 1 1 MECHANICAL RETEINEON CLIPS NMS TTP. SUSP. T-6RID SEISMIC. BRAC.INS - PER IBC 2015 606.1.1.1. ASTM 653 ♦ ASTM 0656 • ALL 6110 AREAS ▪ HANGER KRIS SHALL BE SPAC.PD ON 4' O.G. ALONG MAIN CARR 1N6, 8E. ME*ALL ARES TO re ATTACK!), SUCH THAT THE ANGLE NOT EXCEED L6 UNLESS COUNTER SLOPING WIRE METHOD IS USED (2 OPPOSING WIRES AT THE SAME AMA -EA TO TFC SAME POINT ON TIE: GRD) « ALL WIRE TIES 10 E5 AT LEAST 1FR✓E 11614C TLRNS LESS THAN 9' IN HEIGHT (CALIFORNIA OSHPD AND DSA -SSS 110.50TS REWIRE 9 116441 TURNS IN I -I/2') • ALL GRID - MECHANICAL AND ELECTRICAL FIXTURES » MEGHANIGM- FIXTURES TO BE APPIXED DIRECTLY TO GRID WITH MINIMUM TWO RETENTION CLIPS (OR SCREWS IF APPLICABLE) IN OPPOSING LOCATIONS. ELECTRICAL PIXTURES TO 6E APPIX.ED DIRECTLY TO GRID WITH MINIMUM The/RETENTION CLIPS (OR SCREWS IF APPLICABLE) IN OPPOSING LOCATIONS. FIXTURED WEI6HIN6 LESS THAN 061.135 SHALL HAVE (2) 126A. WIRE5V.HAIN ATTACHED AT OPPOSINS ENDS (CORNERS) OP THE PIMLRE TO THE 5191)019RE ABOVE, MAY EC SLACK PIXTVR!ffi OR ITEMS WAVIER THAN 561.56 SHALL BE INDEPENDENTLY SUPPORTED TO THE STRICTURE. • FOR SEISMIC ZONE 0 • ALL M144515% WALLS SHALL HAVE SEISMIC CLIPS INSTALLED WITH 916' GAP 5ETYIJ WALL AND GRID SUPPORTS. 6110 MIST BE ABLE TO PLOAT 5/1E0 IN ALL DIRECTIONS. • FOR 5519110 20,15 D OR ABOVL" (HEAVY DUTY 6RIO RECLINED) (20,15 O REQUIREMENTS NOT RECUR= FOLLOW INSTALLATION BELOW ONLY) » 1110 ADJACENT WALLS SHALL HAVE SEISMIC PERIMETER CLIPS INSTALLED WITH 0/4" OAP 6ETWIIEN WALL AND 6111112 SUPPORTS. COMPONENTS AT TWO OPPOSITE ADJACENT WALLS MUST re POSITIVELY ATTACHED TO THE PERIMETER WALL. ▪ PMUMETER 126A WIRES MAT BE INSTALLED WITHIN 6" OF THE WALL ON ALL 6110 SUPPORTS • 55154416 BRACING EVERY 144 SWAB! PRET FOR CONTINUOS 6110 AREAS IOOOSP OR LARSER. BRACING WIRES TO BE ATTACKED AT A MAXIMUM OP 45 DE6REES TOTE PLANE OP THE GEILM6 AND PARALLEL TO COMPONENTS INTER95CT1N6 AT THE BRACE LOCATION. BRACE WIRES TO B5 TNR AND TIED 5014 ears WITH A MINI/4M THREE TENT WRAPS W 5 INCHES. V5*11GAL 5TmUT SHALL BE EMT CONDUIT SIZED PER BELOW AND CONNECTED AT BOTH ENDS. • 1/2' EMT CONDUIT U' TO 6 PEET, 0 INCHES 6/4' EMT' GO DUI, LP TO 6 FEET; 6 INCHED • «• I" EMT CONDUIT LP TO 10 net 0 1410+405 REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 7 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUWILA MAR 19 2818 PERMIT CENTER W N 1 S E NWBS MODULAR BUILDINGS ARE GOVERNED FOR CODE COMPLIANCE BY THE STATE IN WHICH THE BUILDING IS 10 BE PLACED UPON COMPLETION. ALL STATES USE THEIR LATEST STATE ADOPTED CODES FOR THEIR REVIEW OF MODULAR BUILDING PLANS. BUILDING TYPE AND USE DICTATE RHSICN+4 STAWINCSSTO PROVIDE NSURANCEEOF ONCODE THEC51415NCERANDOVA CUSTOMER L AND SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. H^AT \$ A/G SCHEDULE JOB 18170 8C. 18171 A B SYM. TYPE K.W. STAGES G.F.M. 5.P.E. VOLTS - PHASE B.T.U. GOOL'G B.T.U. HEAT MANUFAGTURER 0 HEATPUMP 9 1 1200 .20 230/208 - 3 34,600 32,000 BARD W36HA-B09 W/100% ECONOMIZER IXIUM E FIREIN N PERII.2TER CLIPS Datell G 1#0 Aeovt1 ESE ROTA -LAME PIM ZONA BELOW PAIN SA HERS AIN RT 6 PERIMIT18e MUM =NI MVO LI*HTRI6 Rt1QNTION CLIPS (OR RrnmoN 1 1 MECHANICAL RETEINEON CLIPS NMS TTP. SUSP. T-6RID SEISMIC. BRAC.INS - PER IBC 2015 606.1.1.1. ASTM 653 ♦ ASTM 0656 • ALL 6110 AREAS ▪ HANGER KRIS SHALL BE SPAC.PD ON 4' O.G. ALONG MAIN CARR 1N6, 8E. ME*ALL ARES TO re ATTACK!), SUCH THAT THE ANGLE NOT EXCEED L6 UNLESS COUNTER SLOPING WIRE METHOD IS USED (2 OPPOSING WIRES AT THE SAME AMA -EA TO TFC SAME POINT ON TIE: GRD) « ALL WIRE TIES 10 E5 AT LEAST 1FR✓E 11614C TLRNS LESS THAN 9' IN HEIGHT (CALIFORNIA OSHPD AND DSA -SSS 110.50TS REWIRE 9 116441 TURNS IN I -I/2') • ALL GRID - MECHANICAL AND ELECTRICAL FIXTURES » MEGHANIGM- FIXTURES TO BE APPIXED DIRECTLY TO GRID WITH MINIMUM TWO RETENTION CLIPS (OR SCREWS IF APPLICABLE) IN OPPOSING LOCATIONS. ELECTRICAL PIXTURES TO 6E APPIX.ED DIRECTLY TO GRID WITH MINIMUM The/RETENTION CLIPS (OR SCREWS IF APPLICABLE) IN OPPOSING LOCATIONS. FIXTURED WEI6HIN6 LESS THAN 061.135 SHALL HAVE (2) 126A. WIRE5V.HAIN ATTACHED AT OPPOSINS ENDS (CORNERS) OP THE PIMLRE TO THE 5191)019RE ABOVE, MAY EC SLACK PIXTVR!ffi OR ITEMS WAVIER THAN 561.56 SHALL BE INDEPENDENTLY SUPPORTED TO THE STRICTURE. • FOR SEISMIC ZONE 0 • ALL M144515% WALLS SHALL HAVE SEISMIC CLIPS INSTALLED WITH 916' GAP 5ETYIJ WALL AND GRID SUPPORTS. 6110 MIST BE ABLE TO PLOAT 5/1E0 IN ALL DIRECTIONS. • FOR 5519110 20,15 D OR ABOVL" (HEAVY DUTY 6RIO RECLINED) (20,15 O REQUIREMENTS NOT RECUR= FOLLOW INSTALLATION BELOW ONLY) » 1110 ADJACENT WALLS SHALL HAVE SEISMIC PERIMETER CLIPS INSTALLED WITH 0/4" OAP 6ETWIIEN WALL AND 6111112 SUPPORTS. COMPONENTS AT TWO OPPOSITE ADJACENT WALLS MUST re POSITIVELY ATTACHED TO THE PERIMETER WALL. ▪ PMUMETER 126A WIRES MAT BE INSTALLED WITHIN 6" OF THE WALL ON ALL 6110 SUPPORTS • 55154416 BRACING EVERY 144 SWAB! PRET FOR CONTINUOS 6110 AREAS IOOOSP OR LARSER. BRACING WIRES TO BE ATTACKED AT A MAXIMUM OP 45 DE6REES TOTE PLANE OP THE GEILM6 AND PARALLEL TO COMPONENTS INTER95CT1N6 AT THE BRACE LOCATION. BRACE WIRES TO B5 TNR AND TIED 5014 ears WITH A MINI/4M THREE TENT WRAPS W 5 INCHES. V5*11GAL 5TmUT SHALL BE EMT CONDUIT SIZED PER BELOW AND CONNECTED AT BOTH ENDS. • 1/2' EMT CONDUIT U' TO 6 PEET, 0 INCHES 6/4' EMT' GO DUI, LP TO 6 FEET; 6 INCHED • «• I" EMT CONDUIT LP TO 10 net 0 1410+405 REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 7 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUWILA MAR 19 2818 PERMIT CENTER W N 1 S E NWBS MODULAR BUILDINGS ARE GOVERNED FOR CODE COMPLIANCE BY THE STATE IN WHICH THE BUILDING IS 10 BE PLACED UPON COMPLETION. ALL STATES USE THEIR LATEST STATE ADOPTED CODES FOR THEIR REVIEW OF MODULAR BUILDING PLANS. BUILDING TYPE AND USE DICTATE RHSICN+4 STAWINCSSTO PROVIDE NSURANCEEOF ONCODE THEC51415NCERANDOVA CUSTOMER L AND SATISFACTION PRIOR TO CONSTRUCTION OF PROJECTS. DESIGN & LAYOUT ARE AS REQ'D BY DEALER & CLIENT WITH ENGINEERING CHANGES AS REQ'), TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER CLIENT RESPONSIBILITY AND ARE INTENDED FOR THEIR EXCLUSIVE USE JOB 18170 8C. 18171 A B PROJECT: 28' x 64' ADULT CLASSROOM - 405 E. BOEING LANE BOISE, IDAHO 83716 PH: (208) 344-3527 Jf J FAX: (208) 345-0420 SHEET: (ilk , CUSTOMER: DEALER STOCK (CUSTOM WET) DATE: FEBRUARY 23, 201 8 DEALER: D.S.M.B.I. — BILL ACKERMAN DATE REVISION REV. BY THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN AUTHORIZATION FROM N.W.B.S. DRAWN BY: BM APP. BY: KD DLR. LOCATION: BOISE, ID. — (208) 362-7587 STRUCTURAL NOTES: I. GENERAL: I . I . ALL DIMENSION OF UNIT COMPONENTS MAY VARY DEPENDING ON BUILDING MANUFACTURER. MINOR VARIATIONS DO NOT SIGNIFICANTLY CHANGE THE CHARACTERISTICS OF THE FOUNDATION DESIGN AND ARE ALLOWED. 1.2. DESIGN AND DETAILING IS BASED ON THE MORE RESTRICTIVE CRITERIA FROM THE FOLLOWING BUILDING CODES: 1 .2. I . INTERNATIONAL BUILDING CODE, 2015 EDITION $ SUPPLEMENTS I .2.2. OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION 2. DESIGN INFORMATION $ LOADING: 2. 1 . BUILDING RISK FACTOR II 2.2. ROOF LIVE LOAD 40 PSF (SNOW), Is= I .0, Cf= I . 1 5 2.3. FLOOR LIVE LOAD 50 PSF OR 2,000# CONC. (OFFICE) 2.4. WIND CRITERION 110 MPH (Vult), EXP B/C, Kzt= I .0 2.5. SEISMIC CRITERION SDS= I .0, Ie= I .0, CLASS 'D', CATEGORY 'D' 2.6. ASSUMED SOIL BEARING I ,500 PSF (VERIFY W/LOCAL BUILDING OFFICIAL) 2.7. WALL PLATE HEIGHT 9'-0" 2.8. ROOF SLOPE 3:12 OR FLATTER 2. CONCRETE: 2. I . DESIGN COMP.STRENGTH 2,500 PSI 2.2. REINF. YIELD 60 KSI 3. MASONRY: 3. I . 8x 16x8 UNITS ASTM C-90, GRADE N 3.2. SET UNITS W/CORES VERTICAL $ NO MORE THAN 3 HIGH, PER PLAN, WITHOUT SOLID GROUTING CORES. SOLID GROUTED CORES WITH STACKS OVER 3 HIGH. ANY STACK OVER OVER 5 HIGH REQUIRES SPECIFIC ENGINEERING. 4 SPECIALTY ITEMS: ("MINUTE MAN PRODUCTS, Inc." (800) 438-7277 www.minutemanproducts.com, OR EQUIVALENT.) 4. I . METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# 4.2. LATERAL ANCHORS SHALL BE: DRIVEN ANCHOR W/ STABILIZER PLATE (36X MMA-SD2A OR AZTEC ANCHOR); AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE OR HEAD(EZ4430 3/4 DI-1W/STABILIZER); W/ A MIN. ULTIMATE LOAD OF 4,725#. NUMBER OF ANCHORS AS INDICATED ON TABLE A. CORNER TIE -DOWNS TO BE WITHIN 3'-0" OF THE BUILDING CORNER. TIE -DOWNS OTHER THAN AT THE CORNERS SHALL BE SPACED EQUALLY. EACH INDIVIDUAL EQUALLY SPACED TIE -DOWN SHALL BE WITHIN 4'-0" OF THE EQUAL SPACING. 4.3. TIE -DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA- 18-THDLS FOR PRE -POURED CONCRETE OR A MMA -42 -210 -PDH POUR INTO THE CONCRETE. NUMBER OF ANCHORS PER 4.4. TIE -DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE "ROCK -TYPE" ANCHORS (GW- I ROCK ANCHOR). 4.5. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. 4.6. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. SEE INSTALLATION INSTRUCTION MANUAL. 5. VENTING: 5. I . PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT NET sr OF VENTILATION PER 150 SF OF FLOOR AREA. 5.2. IF A CLASS I VAPOR RETARDER (6 MIL POLYETHYLENE) IS INSTALLED THE RATIO MAY BE INCREASED TO X500. 6. ACCESS: 6. I . PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. 6.2. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. 6.3. PROVIDE 12" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS. 7. SITE CONDITIONS: 7. I . FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-698. 7.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 5% FOR THE FIRST 10 -FEET AND 2% THEREAFTER TO A SUITABLE DISCHARGE. ALTERNATE LATERAL BRACING SYSTEM, SEE SHEET D3M LENGTH OF UNIT SOIL ANCHOR SEE DETAIL B1/D2M, TYP. EA. END 4" (TYP.) an TY SUPPO TYPIC NTERI CAL UNIT 'T BEAMS L AT R COL. I'<'1 _ I I Nle. ,M 00 0 r4 YPICAL XTERIO AT COL. AI 0 I 111 1 PADS & PIERS, NO. REQUIRED PER TABLE A - SEE DETAIL Al & A2/D1M SPACED EQUALLY SOIL ANCHORS PER SCHEDULE SEE DETAIL B2/D1M SPACED EQUALLY TYPICAL BOTH SIDES REVIEWED FOR CODE COMPLIANCE APPROVED FOUNDATION PLAN 121-0" MULTI -WIDE MOBILE OFFICE SCALE: 1/8" = 1'-0" TABLE A MODULE RAIL PIER/PAD SPACING — INSTALL PIER/PADS UNDER EACH CHASSIS SUPPORT RAIL, SPACED EQUALLY BETWEEN END PIERS. SEE DETAILS SHEET D1 M — INSTALL SOIL ANCHOR HOLD—DOWN ASSEMBLIES EACH OF FOUR WALLS, SPACED ASSEMBLIES EQUALLY BETWEEN END HOLD—DOWNS. DEE DETAILS SHEET D1 M APR 17 2018 City of Tukwila BUILDING DIVISION WIDTH LENGTH # PADS d& PIERS OF UNIT OF UNIT ROOF LOAD OUTSIDE RAILS/INSIDE RAILS 24'-0" 24'-0" 36'-0" 48'-0" 60'-0" 72'-0" 40'-0" 60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 30 PSF 10/7 14/10 14/10 14/10 14/10 14/10 14/10 40PSF 10/7 15/10 15/10 15/10 15/10 15/10 15/10 #LATERAL ANCHORS 110 MPH WIND. EA.SIDE B C 3-2 5-3 5-3 6-3 8-4 9-4 10-5 4-2 6-3 7-3 7-4 8-4 9-4 10-5 (OR) #BRACES EXPOSURE REND 3-2 5-3 3-2 6-3 8-4 9-4 10-5 0 : 14 0 • ca a In 8 =ad C WM •1 = 004 : gli) n 1 tla ' c 0 ; C r IMME A Li, W a^o W N � vi Oi W 3 le 11 z < > o 4 M C 3-2 4-2 5-3 6-3 8-4 9-4 10/5 RECEIVED APR 1 1 2018 TUKWILA PUBLIC WORKS CORRECTION LTR# z z — P: < — c m Lit' O LL J < z O ctt RECEIVED CITY OF TUKWILA APR 10 2018 OREGON w 0 3 w '1 O� zw 0U ZIi- QO 5 6 O 0. O o N o REVISION DATE: 05/02/2017 — db PERMIT CENTER 2 3, RENEWS: 12/31/2017 RENEWS: 09/27/2017 F12M SHEET : 1 OF 4 MOB-FDN—MW—F12M METAL STRAP OR ABLE WITH TURN -BUCKLE TO APPROVED ANCHOR ODULE SUPPORT BEAM 2x SHIM CAP WITH NO MORE THAN 2) 2"X8"X16" PT PLATES OR (1)-4"X8"X16" CMU 8"X8"X16" CMU 4"X16"X16" CONC .OR 16"x16" ABS OR 2x12 - 24" LONG PT. WOOD CMU PIER N.T.S. METAL STRAP PER SOIL ANCHOR MANUFACTURER WITH TURN BUCKLE TO APPROVED ANCHOR ODULE SUPPORT BEAM PREFABRICATED METAL PIER A2 PAD & PIER N.T.S. 16"x16" FTG. PAD, ONC, ABS, OR 2X12 - 24" LONG PT. WOOD GALVANIZED STEEL STRAP PER SOIL `I I'� STRAP CLAMP PER ANCHOR MANUF. I I 45° SOIL ANCHOR MANUFACTURER MODULE MODULE SUPPORT BEAM B1 ANCHOR PER NOTES, SHEET 1 SOIL ANCHOR-ENDWALL N.T.S. MODULE STRAP CLAMP PER ANCHOR MANUF. B2 �.� MODULE BEAM GALVANIZED STEEL STRAP PER ANCHOR MANUF., MAX. 45° FROM HORIZONTAL 2 00 2 2x4 TREATE m PLATE %%'',W.\\;\\ W�(�)12D' O.C., TOENAIL T & B SKIRTING MATERIAL 2 x 8 PT., CONT. /��/8" x 10" REBAR�ANCHOR AT 322 O.C. MAX..„8" LENGTH DRIVEN INTO THE GROUND C1SKIRTING DETAIL -NONBEARING N.T.S. ANCHOR PER NOTES, SHEET 1 SOIL ANCHOR-SIDEWALL N.T.S. 2 2x4 TREATED m PLATE ��\�kX»\ N'3/8" 9X15" REBAR /32 O.C.OMAX. 12" LENGTH DRIVEN INTO THE GROUND 8d@12"O.C. (TYP. 3 LOCATIONS) BOTTOM TRIM 2x4 @ 2'-0" O.C. SKIRTING MATERIAL, P.T. PRESSURE TREATED, CEDAR OR REDWOOD MIN. 1x6 C2 SKIRTING DETAIL -STRUCTURAL N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 10 2018 PERMIT CENTER M i CgaD =U=1 en ad D: 0 a 1'1'4 IME RENEWS: 12/31/2017 RENEWS: 09/27/2017 SERVING TEH WESTERN UNITES STATES PO BOX 140537, GARDEN CITY, ID 83714 - (208) 871-0200 1!: REVISION DATE: 05/02/2017 - db DiM SHEET : 2 OF 4 \MOB-FDN-SW-D1M INTERIOR ROOF BEAM MATELINE COLUMNS I I RIM JOIST 2x8x16" TRT WOOD PLATE F- - - - - jr„..„ 8"x8"x16" CMU BLOCKS ONE SET PER TWO PADS �____- FTG PADS I----��PER SCHEDULE EXTERIOR ROOF BEAM MATELINE COLUMN i I I I I' ---i I I I _ I r -1 8"x8"x16" CMU BLOCKS FTG PADS ---- PER PLAN RIM JOIST \\>xi\i\mo\i`` INTERIOR COLUMN SUPPORTS N.T.S. B i\moi\\\/\\ EXTERIOR COLUMN SUPPORTS PADS REQUIRED AT ROOF BEAM SUPPORT COLUMNS 30 PSF ROOF LIVE LOAD - 12 -FT. MODULES: (2) 16"x16" PADS PER 10'-10" EFFECTIVE SPAN - 14 -FT. MODULES: (2) 16"x16" PADS PER 9'-0" EFFECTIVE SPAN 40 PSF ROOF LIVE LOAD - 12 -FT. MODULES: (2) 16"x16" PADS PER 8'-6" EFFECTIVE SPAN - 14 -FT. MODULES: (2) 16"x16" PADS PER 7'-4" EFFECTIVE SPAN EFFECTIVE SPAN = BEAM SPAN EACH SIDE OF COLUMN REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 10 2018 PERMIT CENTER • 8 ; SERVING TEH WESTERN UNITES STATES PO BOX 140537, GARDEN CITY, ID 83714 - (208) 871-0200 1'56 0 z w REVISION DATE: 05/02/2017 - db D' SHEET : 3 M F 4 \MOB—FDN—SW—D2M I - J -Bolt I-beam Connector H - Transverse a arm Top (1.75" bottom (1.5') Assembl view -I -Beam Clam Part# 1100-10-P #12- Tech Screws /01114 D - Gr.und Pan tran verse connectors 1‘ H - Transverse a arm Top (1.251 bottom (1.5") K -Tech Screws /D - Concrete U bracket transverse connectors J - Concrete "V" Bracket F Long. brace I-beam connectors E - Long. Brace Tube (1.5") C - Ground Pan "TDE" X12 BRACING N.T.S. 0,1 • i 1 &Mtei!� i,.lililili 11111111111s11111111111111111111111�1111111 Assembly view -I -Beam Clamp Part# 1100-10-P —cr— F - "V" brace I-beam connectors E - "V" Brace Tube (1.5") Cement Block Omitted for Clarity C - Concrete footer/ Runner "OLIVER" #1100 V N.T.S. C = CONCRETE FOOTER/RUNNER D = CONCRETE U BRACKET TRANSVERSE CONNECTOR (connects with grade 2 -1/2 x 21/2 carriage bolt & nut) E _ "V" BRACE TUBE F = "V" BRACE I -BEAM CONNECTOR ASSEMBLY (connects with grade 2 - 1/2" x 4" carriage bolt & nut) H = TRANSVERSE ARM ASSEMBLY I = TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 2 -1/2 x 21/2 carriage bolt & nut) J = CONCRETE "V" U BRACKET (connects with grade 2 - 1/2" x 4" carriage bolt & nut) K = Tech Screw - SAE -J78, 1/4" #14X3/4" C = GROUND PAN D = TRANSVERSE GROUND PAN CONNECTOR U BRACKET (connects with grade 2 - 1/2" x 2 1/2" carriage bolt & nut) E = LONG. BRACE TUBE ASSEMBLY W/ 1.5 BOTTOM TUBE F = LONG. BRACE I -BEAM CONNECTORS ASSEMBLY Model #1100-10-P (connects with grade 2 - 1/2" x 4" carriage bolt & nut) H = TELESCOPING TRANSVERSE ARM ASSEMBLY I = TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 2 - 1/2" x 2 1/2" carriage bolt and nut) J = V PAN U BRACKET (connects with grade 2 - 1/2" x 4" carriage bolt and nut) K = Tech Screw - SAE -J78, 1/4" #14X3/4" REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 10 2018 PERMIT CENTER RENEWS: 12/31/2017 RENEWS: 09/27/2017 SERVING TEH WESTERN UNITES STATES PO BOX 140537, GARDEN CITY, ID 83714- (208) 871-0200 0 z C. N REVISION DATE: 05/02/2017 - db D3M SHEET : 4 OF 4 \MOB —FDN —SW—D3M ALUMINUM MODULAR RAMP & STAIR SYSTEM CONFIGURATION OPTIONS TYPICAL COMPONENT SIZES LANDINGS: 5'x5', 5'x6' OR 7'x7'; CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS RAMPS: 4', 8' OR 10' LONG x 48" WIDE; CAN BE BOLTED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN STAIRS: MAX. 7" RISE x 12" TREAD x 48" WIDE NOTE: WHERE DOOR CLEARANCE ALLOWS, STAIRS CAN BE ADDED TO ANY/ALL OF THE CONFIGURATIONS SHOWN BELOW. ❑ A TYPICAL SINGLE DOOR CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 0 iq L 5'-0" 1 ❑ C TYPICAL DOUBLE DOOR CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 0 in ❑ B TYPICAL SINGLE DOOR CONFIGURATION NUMBER OF RISERS/TREADS VARIES ❑ D TYPICAL TWO -BUILDING COMMON LANDING CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 1_ 5'-0" 5'-0" 5'-0"..1 ❑ E TYPICAL INTERMEDIATE LANDING CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 1..5.-0", ❑ G CUSTOM CONFIGURATION SEE ATTACHED SHEET 0 (V 0 0 �T�---T -1 I I I ADDITIONAL jtAMP OR STAIR 5'-0" 5'-0" 5'-0" ❑ F TYPICAL SWITCHBACK CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 0 5'-0" 4"x16'x16" CONCRETE PAD OR 16"X16" PVC PAD 5'-0" 2012 IBC COMPLIANT 1. ANSI A117.1-2009 COMPLIANT 2. RAMP SLOPE, MAX.RISE = 1:12 (VERT/HORZ) 3, CROSS SLOPE, MAX. = 2% 4. STAIR RISE = 7" MAX., 4" MIN. 5. DESIGN LOADING: 5.1. DECK/RAMP 5.2. STAIR TREAD 5.3. RAILING 100 PSF 300 LBS./TREAD 50 PLF/200 LBS. CONC. 6. DOOR CLEARANCE PER IBC 7. STANDARD 3 LINE RAIL FOR COMPONENTS 30" OR LESS FROM GRADE TO WALKING SURFACE OF RAMP, LANDING, OR STAIR. 8. 42" VERTICAL PICKET GUARDRAIL FOR COMPONENTS OVER 30"FROM GRADE TO WALKING SURFACE OF RAMP, LANDING, OR STAIR. 9. GRASPABLE CONTINUOUS HANDRAIL AT 34" TO 38" OFF RAMP, PLATFORM, OR STAIR NOSING. 10. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER WALKING SURFACE AND RETURN TO WALL OR RAIL COLUMN. 11. RAMP AND RAILINGS TO HAVE CURBS WHICH DO NOT ALLOW PASSAGE OF 4" SPHERE WHERE ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF THE WALKING SURFACE 12. FOOTING INFORMATION: 2"x12"x12" P.T. WOOD PAD REQUIRED UNDER ALL ADJUSTABLE LEGS EXCEPT AT THE "U" IN THE SWITCHBACK CONFIGURATION WHERE A 4"x16"x16" CONCRETE PAD -OR- 16"x16" POLYVULC. PVC PAD IS REQUIRED (SEE CONFIGURATION "F") O 0 Welcome Ramp Systems, Component Aluminum Ramp System for Safe, User -Friendly Building Access. www.welcomerampsystems.com 3"X1 -1/2"X.125" AL. PLATE W/TECH SCREWS FOR ALIGNMENT 1r SQ., a" THICK, 6063T6 "DIA. GRADE 5 ZINC 1rx1}"x.125 AL ANGLE HOLD DOWN FOR TREAD. BOLT AT MIDDLE AND ON ENDS THROUGH L -SHAPE. i33" GRADE 5 BOLTS 1:12 = SLOPE, TYP. SEE SECTION C L SEE SECTION C PICKET SUPPORT RAIL -3 HOLES PER SUPPORT, TYP SEE DETAIL 5 TYPICAL ELEVATION (WITH STANDARD RAIL) SCALE: "=1'-O" SEE DETAIL 7 FOR CONNECTION DETAIL 8' OR 10' LENGTH OF RAMP SECTION NOTE: USE THIS RAIUNG FOR 30 -INCH OR LOWER TOTAL PLATFORM HEIGHT. SEE DETAIL 3 FOR HANDHOLD OPTIONAL ADDITIONAL 5'X5' PLATFORM/S. 3"X1 -1/2"X.125" AL PLATE W/TECH SCREWS FOR ALIGNMENT [4 ---TRT 2x12-24" LONG UNDER DOUBLE POST (2) }" BOLTS. SPACE 2" APART ON CENTER, TYP OF ALL HANDRAIL ANCHORS. TRT 2x12-12" LONG POST UNDER SINGLE 3'-11" FOR 8' RAMP SECTION WELD EXTRUDED T -BAR SHAPE ON ENDS OF EACH RAMP SECTION USE (3) (GRADE 5) 1r EQUAL SPACED BOLTS WHEN JOINING RAMP SECTIONS TOGETHER. 1rx1}"x.120" SQ. TUBE CROSS MEMBER IN MIDDLE OF EACH RAMP SECTION. WELD TO LEG POCKETS AND BOTTOM OF EXTRUDED L -BAR SHAPE. TYPICAL ELEVATION (INSTALLED WITH GUARDRAIL) SCALE: r -1. -0 - NOTE USE THIS RAIUNG FOR TOTAL PLATFORM HEIGHT GREATER THAN 30 -INCHES. 4x4x4 PIER BASE / (4) 5/16"0 HOLES 0 CORNERS 4'-0" 5 CLOSED EQUAL RISERS 0 4" MIN TO 7" MAX. HT. TYPICAL LANDING WITH STAIR PLAN (3) 1/2"0 BOLTS EQUALLY SPACED THRU 1/4" X 7" STAIR END ALUMINUM PLATE INTO PLATFORM. PLATFORM HEIGHT VARIES 16 GA. X 47-15/16" FLAT GPLV. STEEL, TYP. 1/4" x 8" ALUM. PLATE CARRIAGE SEE DETAIL 7 LEVEUNG FOOT Inc. GENERAL NOTES AND SPECIFICATIONS 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER THAN WELCOME RAMP SYSTEMS, INC. PRODUCT PRODUCED THE STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC REQUIREMENTS. THE DESIGN LOADING CRITERIA IS 100 PSF LIVE LOAD. 3. RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL BE 2%. THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48" FROM THE PLATFORM TO FINISHED GRADE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO THE CONDITION OF THE STRUCTURE AND RELATED SYSTEMS. 5. WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. PLANKING. ._ THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS. ... RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. ... PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR LENGTH. ... STAIRS: ALL PLANKING SHALL BE 11 GA. 12"W x 2" DEEP. LEGS' ... LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. _. LEG POCKETS SHALL BE 1.781" SQ X .125" AL TUBING. ... ADJUSTING BOLT - 3/8" X 2-1/4" GRADE 5 CAP SCREW W/NYLON LOCK NUT, ZINC PLATED ALUMINUM' ... THE 1-1/2" AL. HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 16 KSI. ... ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF 35 KSI. HAND RAILS' STAIRS AND RAMPS: USE 1-1/2" SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. STANDARD HANDRAIL (W/O PICKETS) IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30" SHALL USE PICKET STYLE HANDRAILS. PLATFORM: USE 1-1/2 SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND ALL HORIZONTAL RAILS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES. WELDING* ._ FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY A THIRD PARY INSPECTOR AND IN ACCORDANCE WITH ANSI/AWS D1.2 - WELD SIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED. WELDING IS ALL AROUND UNLESS OTHERWISE NOTED. CARE IS TAKEN TO AVOID EXCESS WARPING OF WELDED ELEMENTS. - FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2. CODE. BOLTS: ... ALL BOLTS SHALL BE ASTM A325 OR GRADE 5 ZINC PLATED, UNLESS OTHERWISE SPECIFIED. PROVIDE LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE SPECIFIED. ... HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50% CAPACITY FOR ADDITIONAL FACTOR OF SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION. TECH SCREWS: _. ZINC PLATED $10x1)", SELF TAPPING. SHOP DRAWINGS' - IT IS RECOMMENDED THAT SHOP DRAWINGS BE PREPARED BY OR APPROVED BY THE LIFE SAFETY PROFESSIONAL OF RECORD. REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila BUILDING DIVISION 42" VERTICAL PICKET GUARDRAIL w/BALLASTS TO PREVENT A 4" SPHERE FROM PASSING THROUGH WHEN OVER 30" ELEVATION 23" PLATFORM INSTALL BOLT WITH 1" , MIN. CLEAR IN � STRINGER PLATE AROUND HOLE. (TYP.) 2" x 2" x 3/16" RECEIVER TUBE 5" LONG (TYP.) air DETAIL 1 - STAIR HAND RAIL SCALE: 1/2"=1 (4) TREAD 8" BOLTS. TYP. PER 3,4, OR 5 AL TREADS PER STAIR. 11" RUN 7" RISE DFTAIL 2 - STAIRWAY ELEVATION SCALE: 1/2"=1' PLATFORM INSTALL BOLT WITH 1" MIN. CLEAR IN STRINGER PLATE AROUND HOLE. (TYP.) 2"x2"x3/16 RECEIVER TUBE 5" LONG (1YP.) 12" 0'-1 1/2" DETAIL 3 HANDHOLD SCALE: 1/2"=1' 1/4" MARGIN, TYP. 1 1/2" AL. ANGLE, 3/16" THICK STAIR TREAD STIFFENER HANDRAIL CONNECTION, DETAIL 6 4" LONG X 1 -3/4"X1 -3/4"X.25" AL ANGLE WITH (2) 3/8" TACK SCREWS INTO POST. WELD HANDRAIL TO ANGLE ALL AROUND. 1"x1rxr FILLER ANGLE. PLACE ENDS UNDER TREAD HOLDDOWN ANGLE TO SECURE IN PLACE. T -SHAPE EXTRUSION END PLATE T -SHAPE EXTRUSION END PLATE SECTION A RAMP CONNECTION SCALE: 3"=1' TRACTION TREAD LANK SECTION B RAMP SUPPORT RAIL SCALE: 3"=1' -I. NOSING DETAIL 1 " • SECTION D PLATFORM SUPPORT RAIL SCALE: 3"=1' AL. VERT. HAND RAIL 1i"x1rx.125 SQ. 12" LONG 1:1"x1d"x.125" SQ. TUBE INSERT. WELD TO 4"x4"xk" AL. BASE PLATE j"x2" AL FLAT BAR THAT CONNECTS RAMP STRINGERS 4"x13" AL. PLATE WELDED TO EXTRUSION TO MAKE CONTINUOUS L SHAPE 11" SECTION C MTAJP END TRANSITION END LEG SCALE: 3"=1' in 3/4" THREADED ADJUSTMENT DETAIL 4 - STAIR HAND RAIL SCALE: 1/2"=1' WELCOME RAMP SYSTEMS INC. 1 1/2" AL ANGLE, 3/16" THICK STAIR TREAD STIFFENER DETAIL 5 FVFI NG FOOT SCALE: 3"=1' 3/8" DIA. THRU BOLT W/ NYLON INSERT LOCK NUT SUPPORT POST, TYP DETAIL 6 OPTIONAL BRACKET FOR HAND RAIL SUPPORTS SCALE: 3"=1' SERVING THE WESTERN UNITES STATES PO BOX 140537, GARDEN CITY, ID 83714- (208) 871-0200 RECEIVED CITY OF TUKWILA APR 10 2018 PERMIT CENTER SPEEDIL . 4" HANDRAIL TIE DETAIL 7 HANDRAIL CONNECTION SCALE: 3"=1' PROJECT NAME: STANDARD PLANS & DETAILS MO O LY, U, WELCOME RAMP SYSTEMS INC. (n W H- (n <In F- U' W (n Ci 0- in Q z (n v W o 0 < ULA Qz Q (n V' f//U ;b2]NO Qv" " o3Wo Z a rE 0 - = 3 W W 0 11//11 U Fl P V1 {-a1WO t9 U.00 3o0004 g�3rez (,) 0 g tg cn5 0 S c 1 O ff 0 \I0 4'-0" 5 CLOSED EQUAL RISERS 0 4" MIN TO 7" MAX. HT. TYPICAL LANDING WITH STAIR PLAN (3) 1/2"0 BOLTS EQUALLY SPACED THRU 1/4" X 7" STAIR END ALUMINUM PLATE INTO PLATFORM. PLATFORM HEIGHT VARIES 16 GA. X 47-15/16" FLAT GPLV. STEEL, TYP. 1/4" x 8" ALUM. PLATE CARRIAGE SEE DETAIL 7 LEVEUNG FOOT Inc. GENERAL NOTES AND SPECIFICATIONS 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER THAN WELCOME RAMP SYSTEMS, INC. PRODUCT PRODUCED THE STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC REQUIREMENTS. THE DESIGN LOADING CRITERIA IS 100 PSF LIVE LOAD. 3. RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL BE 2%. THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48" FROM THE PLATFORM TO FINISHED GRADE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO THE CONDITION OF THE STRUCTURE AND RELATED SYSTEMS. 5. WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. PLANKING. ._ THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS. ... RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. ... PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR LENGTH. ... STAIRS: ALL PLANKING SHALL BE 11 GA. 12"W x 2" DEEP. LEGS' ... LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. _. LEG POCKETS SHALL BE 1.781" SQ X .125" AL TUBING. ... ADJUSTING BOLT - 3/8" X 2-1/4" GRADE 5 CAP SCREW W/NYLON LOCK NUT, ZINC PLATED ALUMINUM' ... THE 1-1/2" AL. HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 16 KSI. ... ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF 35 KSI. HAND RAILS' STAIRS AND RAMPS: USE 1-1/2" SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. STANDARD HANDRAIL (W/O PICKETS) IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30" SHALL USE PICKET STYLE HANDRAILS. PLATFORM: USE 1-1/2 SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND ALL HORIZONTAL RAILS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES. WELDING* ._ FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY A THIRD PARY INSPECTOR AND IN ACCORDANCE WITH ANSI/AWS D1.2 - WELD SIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED. WELDING IS ALL AROUND UNLESS OTHERWISE NOTED. CARE IS TAKEN TO AVOID EXCESS WARPING OF WELDED ELEMENTS. - FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2. CODE. BOLTS: ... ALL BOLTS SHALL BE ASTM A325 OR GRADE 5 ZINC PLATED, UNLESS OTHERWISE SPECIFIED. PROVIDE LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE SPECIFIED. ... HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50% CAPACITY FOR ADDITIONAL FACTOR OF SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION. TECH SCREWS: _. ZINC PLATED $10x1)", SELF TAPPING. SHOP DRAWINGS' - IT IS RECOMMENDED THAT SHOP DRAWINGS BE PREPARED BY OR APPROVED BY THE LIFE SAFETY PROFESSIONAL OF RECORD. REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2018 City of Tukwila BUILDING DIVISION 42" VERTICAL PICKET GUARDRAIL w/BALLASTS TO PREVENT A 4" SPHERE FROM PASSING THROUGH WHEN OVER 30" ELEVATION 23" PLATFORM INSTALL BOLT WITH 1" , MIN. CLEAR IN � STRINGER PLATE AROUND HOLE. (TYP.) 2" x 2" x 3/16" RECEIVER TUBE 5" LONG (TYP.) air DETAIL 1 - STAIR HAND RAIL SCALE: 1/2"=1 (4) TREAD 8" BOLTS. TYP. PER 3,4, OR 5 AL TREADS PER STAIR. 11" RUN 7" RISE DFTAIL 2 - STAIRWAY ELEVATION SCALE: 1/2"=1' PLATFORM INSTALL BOLT WITH 1" MIN. CLEAR IN STRINGER PLATE AROUND HOLE. (TYP.) 2"x2"x3/16 RECEIVER TUBE 5" LONG (1YP.) 12" 0'-1 1/2" DETAIL 3 HANDHOLD SCALE: 1/2"=1' 1/4" MARGIN, TYP. 1 1/2" AL. ANGLE, 3/16" THICK STAIR TREAD STIFFENER HANDRAIL CONNECTION, DETAIL 6 4" LONG X 1 -3/4"X1 -3/4"X.25" AL ANGLE WITH (2) 3/8" TACK SCREWS INTO POST. WELD HANDRAIL TO ANGLE ALL AROUND. 1"x1rxr FILLER ANGLE. PLACE ENDS UNDER TREAD HOLDDOWN ANGLE TO SECURE IN PLACE. T -SHAPE EXTRUSION END PLATE T -SHAPE EXTRUSION END PLATE SECTION A RAMP CONNECTION SCALE: 3"=1' TRACTION TREAD LANK SECTION B RAMP SUPPORT RAIL SCALE: 3"=1' -I. NOSING DETAIL 1 " • SECTION D PLATFORM SUPPORT RAIL SCALE: 3"=1' AL. VERT. HAND RAIL 1i"x1rx.125 SQ. 12" LONG 1:1"x1d"x.125" SQ. TUBE INSERT. WELD TO 4"x4"xk" AL. BASE PLATE j"x2" AL FLAT BAR THAT CONNECTS RAMP STRINGERS 4"x13" AL. PLATE WELDED TO EXTRUSION TO MAKE CONTINUOUS L SHAPE 11" SECTION C MTAJP END TRANSITION END LEG SCALE: 3"=1' in 3/4" THREADED ADJUSTMENT DETAIL 4 - STAIR HAND RAIL SCALE: 1/2"=1' WELCOME RAMP SYSTEMS INC. 1 1/2" AL ANGLE, 3/16" THICK STAIR TREAD STIFFENER DETAIL 5 FVFI NG FOOT SCALE: 3"=1' 3/8" DIA. THRU BOLT W/ NYLON INSERT LOCK NUT SUPPORT POST, TYP DETAIL 6 OPTIONAL BRACKET FOR HAND RAIL SUPPORTS SCALE: 3"=1' SERVING THE WESTERN UNITES STATES PO BOX 140537, GARDEN CITY, ID 83714- (208) 871-0200 RECEIVED CITY OF TUKWILA APR 10 2018 PERMIT CENTER SPEEDIL . 4" HANDRAIL TIE DETAIL 7 HANDRAIL CONNECTION SCALE: 3"=1' PROJECT NAME: STANDARD PLANS & DETAILS MO O LY, U, WELCOME RAMP SYSTEMS INC. (n W H- (n <In F- U' W (n Ci 0- in Q z (n v W o 0 < ULA Qz Q (n V' f//U ;b2]NO Qv" " o3Wo Z a rE 0 - = 3 W W 0 11//11 U Fl P V1 {-a1WO t9 U.00 3o0004 g�3rez (,) 0 g tg cn5