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HomeMy WebLinkAbout18824 SMOKEY POINT BLVD_BLD1816_2026 COMMERCIAL REMODEL ���,lo PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone (360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. ❑ One(1) City of Arlington Commercial/Multi-Family Permit Application (One(1) permit application per building or structure is required) ❑ One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Two (2)Architectural Drawings ❑ Two(2) Structural Drawings ❑ Two(2) Structural Calculations ❑ One(1) Project Specification Manuals(if applicable) ❑ One(1) NREC Code Compliance Forms ❑ One(1) Special Inspection Requirements Forms ❑ One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 7 CAI Y Off, COMMERCIAL REMODEL ��lf ��o� U-1PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3 WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804 2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2 Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8 List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, etc. REV 2015 Page 3 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. / 4. P Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5 ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1 The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to cedCcDar1inqtonwa.qov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 G��Y Q�, - COMMERCIAL REMODEL �vc�o PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION PLANS, TWO(2)SETS OF SPECIFICATIONS, TWO(2)SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Comm iiaal Remodel ( ) Commercial Addition0-113 Tenant Improvement Project Address: %g$ZL( (% Srrt ok f ay 1'0_'i1 NT QIA Parcel ID#: Project Description: -1 2-0 S F' 64i L-� b u'1`�OvT' Legal Description: Project Valuation: Owner: PA0k k M c%A - N Phone Number: Address: U Pi T 10`T 6 City:QR-Lt:�I'ry IJ State:w A Zip Code: Z Z-1 A " PO+N-r 94 Contact Person: A e l'or-j Phone NuMber: Cell Phone: 42-5�-3 1 01 •-3�r3 O E-mail: aye' R'rC- "� Address: (01.7- 4 S ,12, S 3!0 N E City: u ' N State: VGA- Zip Code: l 2-�3 Contractor: Une Qv� AGe n1ol s Phone Number: _?�o Address: q V()(', l Z3''� NV-Q- 1J+E City: 1,a W SI-fO&Sstate: W(k Zip Code: Contractor's License Number: Ace m 0 U g 0 S D i— Expiration: Sw-r— Z U fC? Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration Mechanical Contractor: Phone Number: Address City State: Zip Code: Contractor's License Number: Expiration: REV 2015 Page 6 of 7 y COMMERCIAL REMODEL j��1o� PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Project Name/Tenant =1,J CccJ'?_ , 1he Site Address 2 1v-0L- s v-•t i- IL Bldg./Unit/Suite 1 r a � IBC Construction Type IBC Occupancy Type C-(4S S 3 Description of Use n eJ���r%44L ^e_C4"cca� 0 YeStV-, -A 4[k-c TVs Co.,.( oEF�c� Building Square Footage 2 L�v Number of Stories Square Footage per Floor :�l v 0 0 .-r-. k Srh,�sr✓ 5 -1 Z2 S f` Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps - Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items A,1.«Qc CA 02C�h -r Installation,changes,modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature DAYt_ �[o,I.S Print Applicants Name Date FOR STAFF USE ONLY Received JAN 3 0 2018 Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 7 of 7 i Received USE AND OCCUPANCY CLASSIFICATION CHAR 2 9 21018 ��a I�`UIIO Construction and agricultural machinery areas set forth in Tables 307.1(1) and 307.1(2). Hazardous Disinfectants occupancies are classified in Groups H-1, H-2, H-3, H-4 and Dry cleaning and dyeing H-5 and shall be in accordance with this section, the require- Electric generation plants ments of Section 415 and the International Fire Code. Haz- Electronics ardous materials stored, or used on top of roofs or canopies Engines(including rebuilding) shall be classified as outdoor storage or use and shall comply I Food processing and commercial kitchens not associated with the International Fire Code. with restaurants,cafeterias and similar dining facilities Exceptions: The following shall not be classified as Furniture Group H,but shall be classified as the occupancy that they Hemp products most nearly resemble. Jute products Laundries 1. Buildings and structures occupied for the applica- Leather products tion of flammable finishes, provided that such Machinery buildings or areas conform io the requirements of Metals Section 416 and the International Fire Code. Millwork(sash and door) 2. Wholesale and retail sales and storage of flamma- Motion pictures and television filming(without ble and combustible liquids in mercantile occupan- spectators) cies conforming to the International Fire Code. Musical instruments s 3. Closed piping system containing flammable or Optical good products combustible liquids or gases utilized for the opera- Paper mills or Photographic film tion of machinery or equipment. Plastic products 4. Cleaning establishments that utilize combustible Printing or publishing liquid solvents having a flash point of 140°F Recreational vehicles (60°C) or higher in closed systems employing Refuse incineration equipment listed by an approved testing agency, Shoes provided that this occupancy is separated from all Soaps and detergents other areas of the building by 1-hour fire barriers Textiles constructed in accordance with Section 707 or 1- Tobacco hour horizontal assemblies constructed in accor- Trailers dance with Section 711,or both. Upholstering 5. Cleaning establishments that utilize a liquid sol- Wood; distillation vent having a flash point at or above 200°F(93°C). Woodworking(cabinet) 6. Liquor stores and distributors without bulk storage. 306.3 Low-hazard factory industrial, Group F-2. Factory industrial uses that involve the fabrication or manufacturing 7. Refrigeration systems. of noncombustible materials which during finishing, packing 8. The storage or utilization of materials for agricul- or processing do not involve a significant fire hazard shall be tural purposes on the premises. classified as F-2 occupancies and shall include, but not be 9. Stationary batteries utilized for facility emergency limited to,the following: power, uninterruptable power supply or telecom- Beverages: up to and including 16-percent alcohol content munication facilities, provided that the batteries Brick and masonry are provided with safety venting caps and ventila- Ceramic products tion is provided in accordance with the Interna- Foundries tional Mechanical Code. Glass products 10. Corrosives shall not include personal or household Gypsum products in their original packaging used in retail Ice display or commonly used building materials. Metal products(fabrication and assembly) 11. Buildings and structures occupied for aerosol stor- age shall be classified as Group S-1, provided that SECTION 307 such buildings conform to the requirements of the HIGH-HAZARD GROUP H International Fire Code. [F] 307.1 High-hazard Group H. High-hazard Group H 12. Display and storage of nonflammable solid and occupancy includes, among others, the use of a building or nonflammable or noncombustible liquid hazardous structure, or a portion thereof, that involves the manufactur- materials in quantities not exceeding the maximum ing,processing,generation or storage of materials that consti- allowable quantity per control area in Group M or tute a physical or health hazard in quantities in excess of S occupancies complying with Section 414.2.5. those allowed in control areas complying with Section 414, 13. The storage of black powder, smokeless propellant based on the maximum allowable quantity limits for control and small arms primers in Groups M and R-3 and 2012 INTERNATIONAL BUILDING CODE° 43 GENERAL BUILDING HEIGHTS AND AREAS TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES(HOURS) --- A E 1-1,1-3,1-4 1-2 R' F-2,S-2b,U B, S i M H-1 H-2 H-3,H-Q H-5 OCCUPANCY S NS S NS S NS S NS S NS S NS S NS S NS S NS S NS A,E N N 1 2 2 NP 1 2 N 1 1 2 NP NP 3 4 2 3 2 NP N N 2 NP 1 NP 1 2 1 2 NP NP 3 NP 2 NP 2 NP I-2 — — — — N N 2 NP 2 NP 2 NP NP NP 3 NP 2 NP 2 NP Ra — — — — — — N N 1` 2` 1 2 NP NP 3 NP 2 NPJ 2 NP F-2,S 2' U — — — — — — — — N t N 1 2 NP NP 3 4 2 3 2 NP B,F-1,M,S-1 — — — — — — — — — — N N NP NP 2 3 1 2 1 NP H-1 — — — — — — — — — — — — N NP NP NP NP NP NP NP H-2 — — — — — — — — — — — — — — N NP 1 NP I NP ld NP 1 NP H-5 — — — — — — — — — — — — — — — — N NP S=Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. * NS=Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. N=No separation requirement. 1 NP=Not permitted. a See Section 420. b.The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but to not less than 1 hour. c. See Section 406.3.4. 4- d. Separation is not required between occupancies of the same classification. 4- self- or automatic-closing upon detection of smoke in walls,limitation of number of stories and type of construction accordance with Section 716.5.9.3. Doors shall not have where all of the following conditions are met: air transfer openings and shall not be undercut in excess of 1. The buildings are separated with a horizontal assembly the clearance permitted in accordance with NFPA 80. having afire-resistance rating of not less than 3 hours. Walls surrounding the incidental use shall not have air 2 The building below the horizontal assembly is not transfer openings unless provided with smoke dampers in greater than one story above e rod lane. accordance with Section 710.7. b g p 509.4.2.1 Protection limitation.Except as specified in 3. The•building below the horizontal assembly is of Type Table 509 for certain incidental uses, where an auto- IA construction. matic sprinkler system is provided in accordance with 4. Shaft,stairway, ramp and escalator enclosures through Table 509, only the space occupied by the incidental, the horizontal assembly shall have not less than a 2- use need be equipped with such a system. hour fire-resistance rating with opening protectives in accordance with Section 716.5. SECTION 510 Exception: Where the enclosure walls below the SPECIAL PROVISIONS horizontal assembly have not less than a 3-hour fire- resistance rating with opening protectives in accor- 510.1 General. The provisions in Sections 510.2 through dance with Section 716.5, the enclosure walls 510.9 shall permit the use of special conditions that are extending above the horizontal assembly shall be exempt from, or modify, the specific requirements of this permitted to have a 1-hour fire-resistance rating, chapter regarding the allowable building heights and areas of provided: buildings based on the occupancy classification and type of 1. The building above the horizontal assembly is construction, provided the special condition complies with not required to be of Type I construction; the provisions specified in this section for such condition and other applicable requirements of this code. The provisions of 2. The enclosure connects fewer than four sto- Sections 510.2 through 510.8 are to be considered indepen- ries; and dent and separate from each other. 3. The enclosure opening protectives above the 510.2 Horizontal building separation allowance. A build- horizontal assembly have afire protection rat- ing shall be considered as separate and distinct buildings for ing of not less than 1 hour. the purpose of determining area limitations,continuity of fire 5. The building or buildings above the horizontal assem- bly shall be permitted to have multiple Group A occu- 103 2012 INTERNATIONAL BUILDING CODE(' GENERAL BUILDING HEIGHTS AND AREAS TABLE 503-continued ALLOWABLE BUILDING HEIGHTS AND AREAS.,b TYPE OF CONSTRUCTION TYPE I TYPE II TYPE III TYPE IV TYPE V GROUP A= B A= B A B HT A B HEIGHT(feet) UL 160 65 55 65 55 65 50 40 STORIES(S) AREA(A) S UL 11 4 2 4 2 4 3 1 M A UL UL 21,500 12,500 18,500 12,500 20,500 14,000 9,000 S UL 11 4 4 4 4 4 3 2 R-1 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 S UL 11 4 4 4 4 4 3 2 R-2 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 S UL 11 4 4 4 4 4 3 3 R-3 A UL UL UL UL UL UL UL UL UL S UL 11 4 4 4 4 4 3 2 R 4 A UL UL 24,000 16,000 24,000 16,000 20,5001 12,000 7,000 S UL 11 4 2 3 2 4 3 1 S 1 A UL 48,000 26,000 17,500 26,000 17,500 25,500 14,000 9,000 S UL 11 5 3 4 3 5 4 2 S-2 A UL 79,000 39,000 26,000 39,000 26,000 38,500 21,000 13,500 U S UL 5 4 2 3 2 4 2 1 A UL 35,500 19,000 8,500 14,000 8,500 18,000 9,000 5,500 For SI: I foot=304.8 rum, 1 square foot=0.0929 m2. A=building area per story,S=stories above grade plane,UL=Unlimited,NP=Not permitted. a. See the following sections for general exceptions to Table 503: 1. Section 504.2,Allowable building height and story increase due to automatic sprinkler system installation. 2. Section 506.2,Allowable building area increase due to street frontage. 3. Section 506.3,Allowable building area increase due to automatic sprinkler system installation. 4. Section 507,Unlimited area buildings. b. See Chapter 4 for specific,exceptions to the allowable height and areas in Chapter 5. �~ SECTION 505 levels shall be not greater than two-thirds of the floor area I MEZZANINES AND EQUIPMENT PLATFORMS of that room or space in which they are located. 505.1 General.Mezzanines shall comply with Section 505.2. Exceptions: Equipment platforms shall comply with Section 505.3. 1. The aggregate area of mezzanines in buildings 505.2 Mezzanines. A mezzanine or mezzanines in compl- and structures of Type I or 11 construction for ante with Section 505.2 shall be considered a portion of the special industrial occupancies in accordance with story below. Such mezzanines shall not contribute to either Section 503.1.1 shall be not greater than two- the building area or number of stories as regulated,by Section thirds of the floor area of the room. 503.1. The area of the mezzanine shall be included in deter- 2. The aggregate area of mezzanines in buildings mining the fire area. The clear height above and below the and structures of Type I or II construction shall mezzanine floor construction shall be not less than 7 feet be not greater than one-half of the floor area of (2134 mm). the room in buildings and structures equipped 505.2.1 Area limitation. The aggregate area of a mezza- throughout with an approved automatic sprinkler nine or mezzanines within a room shall be not greater than system in accordance with Section 903.3.1.1 and one-third of the floor area of that room or space in which an approved emergency voice/alarm communica- they are located. The enclosed portion of a room shall not tion system in accordance with Section 907.5.2.2. be included in a determination of the floor area of the 505.2.2 Means of egress.The means of egress for mezza- room in which the mezzanine is located. In detetrnining nines shall comply with the applicable provisions of Chap- the allowable mezzanine area, the area of the mezzanine ter 10. shall not be included in the floor area of the room. 505.2.3 Openness. A mezzanine shall be open and unob- Where a room contains both a mezzanine and an equip- strutted to the room in which such mezzanine is'located rnent platform, the aggregate area of the two raised floor 2012 INTERNATIONAL BUILDING CODE° 97 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 18824 Smokey Point Blvd,Unit#107B Permit#:1816 Parcel#:01100600000200 Valuation:30000.00 OWNER APPLICANT CONTRACTOR Name:Smokey Point Enterprises Name:Dave Nelson Name:Ace Mobile Home Service Address:P.O.Box 3176 Address:6124 SR 530 Address:9006 123rd Avenue City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Lake Stevens,WA 98258 Phone: Phone:425-319-3 100 Phone:360-63 1-1668 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2015 STORIES: I CONST.TYPE: `/$ DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 l0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the C: v of to t t be reported on your sales tax return form anded City of Arlington#3101. to".4_ n.;�_ J')kV-P_ 0 f.j 3-Cl -Ve Signature Print Name Date eased By Date CONDITIONS See red-lined drawings. Sprinkler permit and plans required as deferred submittal. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 3/9/2018 Building Permit Fee $636.93 3/9/2018 Building Plan Review Fee $414.00 3/9/2018 Processing/Technology Fee $25.00 3/9/2018 State Building Code Surcharge Fee $4.50 Total Due: $1,080.43 Total Payment: $1,080.43 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Tenant Improvements for Lincare, Inc. 18824 Smokey Point Blved#107 B Adjoining Unit Applicant: Existing 1-hour wall Muhammad Khan, Owner Proposed 2-hour wall i 18824 Smokey Point Blvd# 107 "A" 'o Arlington, Wa 98223 206-353-6491 A. GENERAL: 1. These notes are supplementary and do not supersede the specifications on the drawings. s Existing Door 2. Zoning: Highway commercial, 3.Building Group H-2 4. Sprinkler system required N 5. Type of Construction: V(nonrated) ` 6. Office occupancy B 1849 SF/Production Occupancy H2, Class 3,882 SF B. CODES & STANDARDS: L. 2015 International Building Code(IBC); ASCE 7 2 2015 International Mechanical Code 3. Washington State Energy Code 4 C.DESIGN LOADS: l Existing Production Area 3' 1. Seismic Site Class ...............................D, Sds =0.770 Unit Firesprinklers) exist' g o 107 B 2. Wind Speed ... ........ .........110 mph,Exposure`B" E��J 3. Floor load(slabe-on-grade)................... 125 PSF � SC/ S�:' Existing Door 4. ceiling area .......50 PSF o 5. Soil bearing capacity ..2,000 psf W D. FOUNDATION DATA: 1. Existing slabs acts as acceptable footings for interior walls and columns. L? 1 gIzAu ���� �r4,1 oe Received E. TIMBER FRAMING NOTES: Proposed 2-hour wall 1. Hem-Fir No. 2 or Doug-Fir No. 2 for joists,rafters, and framing to 4". - Proposed Restroom JAN 3 0 2018 2. Hem-Fir or Doug-Fir,Utility or No. 3 or better for plates and blocking. L i� 3. Joists and rafters to have 2"thick solid blocking at bearing supports. 5. Provide washers for all bolts bearing on wood. � `CIA• � 6. All Nailing not otherwise noted should be per IBC Table 2304.9.1I 0 r G. MISCELLANEOUS: Existing office b S3 , 1. Contractor to verify all dimensions in the field. (unit 107 A) M61 . 2. Pre-fabricated trusses,hold downs,hangers, and other Z� S'� N I �ik� I � •, items to be installed per the manufacturer's recommendations. 1 I ,; Proposed Office dal -�P Via' A kw N L Existing Door Ad Existing DoorV_ TABLE 721.1(2)- 2x4 CAP & RAIL ZA 2-1f qT RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS MINIMUM FINISHED MATERIAL ITEM THICKNESS FACE-TO- CONSTRUCTION FACE°(inches) ��,� 2x2 @# MAXIMUM 5-1/2" O.C. NUMBER 4 3 2 , hours hours hours hour 14.Wood 2"x 4"wood studs 16"on center with two layers'/s"Type X gypsum wallboard` each side.Base layers applied vertically and nailed with 6d cooler"or wallboard" studs-interior par- nails at 9"on center.Face layer applied vertically or horizontally and nailed with 8d um with gyp- 14-1.5�'°' cooler"or wallboard"nails at 7"on center.For nail-adhesive application,base layers each side PP 6 sum wallboard are nailed 6"on center.Face layers applied with coating of approved wallboard� adhesive and nailed 12"on center. 2 1STI r(� r TABLE 721.1(3)- MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS'-' THICKNESS OF FLOOR OR MINIMUM THICKNESS OF pjz�.[L)ke, FLOOR OR ROOF ITEM CEILING CONSTRUCTION ROOF SLAB (inches) CEILING (inches) CONSTRUCTION NUMBER 4 3 2 1 4 3 2 1 �L��RCsC hours hours hours hour hours hours hours hour. Base layer of /e"Type C gypsum wa - board attached directly to 1-joists with 1'/,"Type S drywall screws spaced 12" CY o.c.with ends staggered.Minimum - r 0.0179"thick hat-shaped'/$inch fur- 1 ring channel 16"o.c.(channels doubled 6,,x)fL_ w-tw_ �1 28.Wood I joist(minimum I joist at wallboard end joints),placed perpen- depth 9/4'with a minimum flange dicular to the joist and attached to each W 7l [, �. �ha �� 2 �YQ �` y G depth of 1'/,"and a minimum flange joist b 1'/"Type S drywall screws � V1eh >n�� �[CR3 ? j Y s YP rY d QPe €E clw��ii bLtw�r� 1, ��s1 cross-sectional area of2.25 square after the base layer of gypsum wall- _ ti inches;minimum web thickness of board has been applied.The middle and _ 3/d") @ 24"o.c.Unfaced fiberglass 28-1.1 face layers of 5/8"Type C gypsum wall- — — Varies — — 2'/a =1 insulation is installed between the I- board applied perpendicular to the joists supported on the upper surface - channel with end joints staggered.The of the flange by stay wires spaced middle layer is fastened with 1"Type S 12"ox. drywall screws spaced 12"o.c.The face 6—:-KL37 C0.0c layer is applied parallel to the noddle layer but with the edge joints offset 24" from those of the middle layer and fas- tened with 1'/,"Type S drywall screws 8"o.c.The joints shall be taped and covered with joint compound. 43 Tenant Improvements for Lincare, Inc. SE�-� 18824 Smokey Point Blved#107 B i Tenant Improvements for Lincare, Inc. Adjoining Unit 18824 Smokey Point Blved #107 B Existing 1-hour wall ao -- Applicant: .� y Muhammad Khan, Owner '0 18824 Smokey Point Blvd# 107 "A" Arlington, Wa 98223 206-353-6491 Z A. GENERAL: z Existing Door 1. These notes are supplementary and do not supersede the specifications on the drawings. 2. Zoning: Highway commercial, 3. Building Group M N 4. Sprinkler system not required,provided in the building ' 5. Type of Construction:V(non rated) 6. Office occupancy B 1849 SF/Mercantile group M,882 SF(no separation required) B. CODES & STANDARDS: 1.. 2015 International Building Code (IBC); ASCE 7 2 2015 International Mechanical Code ' 3. Washington State Energy Code I� Existing Production Area C.DESIGN LOADS: 3' (existing Fire sprinklers) - Unit 107 B 1. Seismic Site Class ........ 42. ' Wind Speed ......... ...110 mph,Exposure`B" n SOY Existing Door 3. Floor load(slab-on-grade)................... 125 PSF 4. ceiling area loads............ ...50 PSF W ................... 5. Soil bearing capacity ...........................2,000 psf I( "_ D. FOUNDATION DATA: 3b o!, -� REVISED 1. Existing slabs acts as acceptable footings for interior walls and columns. - E. TIlVI ;ER FRAMING NOTES• _ Proposedl-hour wall _�_ _ @c@IV@C� 30 tom Proposed Restroom 1. Hem-Fir No. 2 or Doug-Fir No. 2 for joists,rafters, and framing to 4". 1�Q- � MAR 2 9 701� 2. Hem-Fir or Doug-Fir,Utility or No. 3 or better for plates and blocking. � llt� � 1 '� bp" 3. Joists and rafters to have 2"thick solid blocking at bearing supports.5. Provide washers for all bolts bearing on wood. . All Nailing not otherwise noted should be per IBC Table 2304.9.1 -3��cb� Existing office aR G. MISCELLANEOUS: (unit 107 A) r,\61aL N Sic P 0_o, � I. Contractor to verify all dimensions in the field. 1 I Z,) S� EE Proposed Office 2. Pre-fabricated trusses, hold downs,hangers, and other f Pro p items to be installed per the manufacturer's recommendations. ' , 7 ZvsF ,,0 L -9 C-.661�ftilf� A 1(0 0,021 _ � - � _ a 0 (44 Existing Door Existing Door V 11 TABLE 721.1(2)— 2x4 CAP & RAIL y 2 U 4T RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS °-P MINIMUM FINISHED THICKNESS FACE-TO- ITEM CONSTRUCTION FACE'(inches) MATERIAL NUMBER 4 3 2 1 2x2 @# MAXIMUM 5-1/2" O.C. hours hours hours hour 2"x 4"wood studs 16"on center with two layers of/3"regular gypsum NT wallboards each side,4d cooler"or wallboard"nails at 8"on center first layer,5d t 14-1.1''•'° cooler"or wallboard"nails at 8"on center second layer with laminating compound — — — 5 between layers,joints staggered.First layer applied full length vertically,second layer applied horizontally or vertically. 2"x 4"wood studs 16"on center with two layers'/Z'regular gypsum wallboard` ?j/ a 14-1.2',. applied vertically or horizontally each sidek,joints staggered.Nail base layer with 5d — — — 5 i/ C2 0 (� cooler"or wallboard"nails at 8"on center face layer with 8d cooler"or wallboard" z 2 nails at 8"on center. ( 2"x 4"wood studs 24"on center with s/$"Type X gypsum wallboard applied verti- �XIS'1 I h�� 14.Wood 14-1.3'•°' cally or horizontally nailed with 6d cooler"or wallboard"nails at 7"on center with — — — 43/4 end joints on nailing members.Stag'er joints each side, o studs-interior par- J a Sg tition with gyp- 2"x 4"fire-retardant-treated wood studs spaced 24"on center with one layer of sum wallboard 14-1.4' %"Type X gypsum wallboard`applied with face paper grain(long dimension)paral- — — — 43/4d each side lel to studs.Wallboard attached with 6d cooler"or wallboard"nails at 7"on center. i� TABLE 721.1(3)__+ "Tn wall- 1 MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS,.q I �S(J/� 2��� i" l6 °�• OM n� THICKNESS OF FLOOR MINIMUM THICKNESS OF -- _ FLOOR OR ROOF ITEM OR ROOF SLAB CEILING L- VWW(. (LI RJM �5�. CONSTRUCTION NUMBER CEILING CONSTRUCTION (inches) (inches) 7i ) x _ - - %k,L�4- � G 4 3 2 1 4 3 2 1 �. ��s�-j I I hours hours hours hour hours hours hours hour t ,=c J"'e% v-'s'iE 0 0 s-1D _ Gypsum plaster over 3/$"Type X gypsum lath.Lath initially applied with not less than four 1'/,"by No.13 gage by 19/.1' head plasterboard blued nails per bearing.Continuous strip- � � $` o w�'`` in over lath along all oist lines.Stri mg consists of 3" QILePa1rlL c ping g j PP b wide strips of metal lath attached by 1'/Z'by No. 11 gage by'/,"head roofing nails spaced 6"on center.Alternate 13-1.1 stripping consists of 3"wide 0.049"diameter wire stripping — — — — — — — 7/$ weighing 1 pound per square yard and attached by No.16 gage by 1'/z"by 3/4'crown width staples,spaced 4"on cen- ter.Where alternate stripping is used,the lath nailing may GXCY/• cvNG• K'�a ' 13.Double wood consist of two nails at each end and one nail at each inter- floor over wood mediate bearing.Plaster mixed 1:2 by weight,gypsum-to- f 7—r ram" joists spaced 16"on sand aggregate. center.'"-" Cement or gypsum plaster on metal lath.Lath fastened with 1'/2"by No. 11 gage by head head barbed shank roofing 13-1.2 nails spaced 5"on center,Plaster mixed 1:2 for scratch coat — — — - - — 5/8 o � o�_ I I� 1 P and 1:3 for brown coat,by weight,cement to sand aggre- O t� o t �..�.i V ! gate. Perlite or vermiculite gypsum plaster on metal lath secured 13-1.3 to joists with 1'/2"by�No. 11 gage by head barbed — — — — — — — 51 shank roofing nails spaced 5"on center. i '/Z"Type X gypsun' wallboard nailed to joists with 5d 13-1.4 cooler'or wallboard'nails at 6"on center.End joints of — — — — — — — /z € wallboard centered on joists.. -'���t`41Ja'•� �- _ I ` •4 61 RAT "`by Tenant Improvements for Linear.e, Inc. 18824 Smokey Point Blved#107 B Peter Chopelas, PE Engineering &Design Services 307 North Olympic Ave, Suite#208 Arlington, WA 98223 (360) 653-4615 Chopelasandassociates@gmail.com January 30, 2018 Muhammad Khan, Owner 18824 Smokey Point Blvd# 107 "A" Arlington, WA 98223 Subject: Tenant improvements for Lincare, Inc, alterations to existing commercial building for medical oxygen production at 18824 Smokey Pint Blvd#17 "B"Arlington WA The lateral and vertical loads were analyzed for the changes to building according to the requirements of the 2015 International Building Code (ASCE 7-10). The production area is to be used for refilling of small containers of medical oxygen for retail consumption. The following design conditions for the analysis are based on the site conditions or according to the minimum code requirements: Soil Bearing Capacity: 2,000 Lbs per SF. Ceiling/mezzanine floor live load: 50 PSF Floor load(slab-on-grade): 125 PSF Wind"Exposure/Importance:- ---no-wind exposure to internal changes Seismic Site Class: D, Sds =0.77 The shear loads on the internal walls and structure are due to seismic loading. All the structure shown on the plans are more than adequate to brace the office and mezanine structures. If you have any questions or are in need of further assistance please feel free to call. �.-.r "1- ' C '" 4 Peter Chopelas PE Received JAN 30 2018 •, page Project:Lincare unit 107 B W �l�r 4Peter Chopelas Location: ceiling joists Chopelas and associates / I Floor Joist -t5-6 e5�(Aw&-L4wo 307 N.Olympic Ave,suite 208 [2012 International Building Code(2012 NDS)] Arlington,WA 98223 �f 1.5 IN x 9.25 IN x 13.6 FT @160.C. � g #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 1/27/2018 9:21:40 PM Section Adequate By:3.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN U532 Dead Load 0.06 in Total Load 0.37 IN L/443 Live Load Deflection Criteria: U240 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 453 lb 453 lb Dead Load 91 lb 91 lb Total Load 544 lb 544 lb Bearing Length 0.90 in 0.90 in SUPPORT LOADS A B Live Load 340 plf 340 plf Dead Load 68 plf 68 plf 13.6 ft Total Load 408 plf 408 plf B MATERIAL PROPERTIES #2 -Hem-Fir JOIST DATA Center Base Values dusted Span Length 13.6 ft Bending Stress: Fb= 850 psi Fb'= 1075 psi Unbraced Length-Top 6 ft Cd=1.00 CF=1.10 Cr--1.15 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 150 psi Fv'= 150 psi Floor sheathing applied to top of joists-top of joists fully braced. Cd=1.00 Modulus of Elasticity: E= 1300 ksi E' 1300 ksi Sheathing/sheetrock applied to bottom of joists-bottom of joists fully braced. = Floor Duration Factor 1.00 Comp.-L to Grain: Fc-1= 405 psi Fc--L'= 405 psi JOIST LOADING Controlling Moment: 1850 ft-lb Uniform Floor Loading Center 6.8 Ft from left support of span 2(Center Span) Live Load LL= 50 psf Created by-combining all dead-loads-and live loads on span(s)2---------- --Dead Load -- - -- -DL=--10 -psf Controlling Shear: -544 lb Total Load TL= 60 psf 14.0 Ft from left support of span 2(Center Span) TL Ad'.For Joist Spacing wT= 80 pif Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 20.64 in3 21.39 in3 Area(Shear): 5.44 in2 13.88 in2 Moment of Inertia(deflection): 104.47 in4 128.59 in4 Moment: 1850 ft-lb 1917 ft-lb Shear: -544 lb 1388lb Decking Information Plywood Thickness: T= 19/32 in Plywood Is Glued: Moment of Inertia Calculations For Glued Floor: Joist Area: A-joist= 13.88 IN2 Plywood Area: A-ply= 1.34 IN2 Section Centroid: C= 5 IN ABOVE BASE Moment of Inertia(deflection): I-comb= 129 IN4 NOTES Project:Lincare unit 107 B .�U� ►i vaffe pr----r-?w Peter Chopelas Location: overhead beam at entry wall Chopelas and associates I Multi-Span Floor Beam 307 N.Olympic Ave, suite 208 [2012 International Building Code(2012 NDS)] ::y Arlington,WA 98223 3.5 IN x 9.25 IN x 24.0 FT(8+8+8) #2-Hem-Fir-Dry Use StruCalc Version 9-0.2.5 1/30/2018 3:32:27 PM Section Adequate By:25.6% Controlling Factor:Moment DEFLECTIONS j e)S Center rmht LOADING DIAGRAM Live Load 0.08 IN L/1173 0 06 IN U1719 0.08 IN L/1173 Dead Load 0.02 in 0.00 in 0.02 in Total Load 0.10 IN L/962 0.06 IN L/1679 0.10 IN U962 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B D D Live Load 1260 lb 3360 lb 3360 Ito 1260 lb Dead Load 355 lb 977 lb 977 lb 355 lb Total Load 1615 lb 4337 lb 4337 lb 1615 lb Bearing Length 1.14 in 3.06 in 3.06 in 1.14 in BEAM DATA Left Center Right Span Length 8 ft 8 ft 8 ft - Unbraced Length-Top O ft O ft O ft ae asAU aft - Unbraced Length-Bottom 8 ft 8 ft 8 ft A B C D Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Left Center Right #2 -Hem-Fir Floor Live Load FLL= 50 psf 50 psf 50 psf Base Values Adiusted Floor Dead Load FDL= 15 psf 15 psf 15 psf Floor Tributary Width Side One TW1 = 7 ft 7 ft 7 ft Cd=1.00 CI=0.98 CF=1.20 Bending Stress: = 0 psi F = 1003 psi Floor Tributary Width Side Two TW2= 0 ft 0 ft 0 ft = Shear Stress: Fv= 150 psi Fv'= 150 psi Wall Load WALL 0 plf 0 plf 0 plf Cd=1.00 BEAM LOADING Left Center B19M Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Reduced Floor Live Load 50 psf 50 psf 50 psf Comp.-L to Grain: Fc-1= 405 psi Fc-1'= 405 psi Total Live Load 350 plf 350 plf 350 plf Total Dead Load 105 pif 105 plf 105 plf Controlling Moment:-- - --3324 ft-lb Beam Self Weight- - - - 6--plf- -6 plf - 6 -plf- --Over right support of span 1 (Left Span) Total Load 461 plf 461 plf 461 plf Created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear: 2260 Ib At left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2, 3 Comparisons with required sections: Read Provided Section Modulus: 39.75 in3 49.91 in3 Area(Shear): 22.6 in2 32.38 in2 Moment of Inertia(deflection): 70.84 in4 230.84 in4 Moment: -3324 ft-lb 4174 ft-lb Shear: 2260Ib 32381b NOTES CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 ` PHONE; (360) 403-3551 BUILDING PERMIT Address: 18824 Smokey Point Blvd,Unit#107B Permit#:1816 Parcel#:01100600000200 Valuation:30000.00 OWNER APPLICANT CONTRACTOR Name:Smokey Point Enterprises Name:Dave Nelson Name:Ace Mobile Home Service Address:P.O.Box 3176 Address:6124 SR 530 Address:9006 123rd Avenue City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Lake Stevens,WA 98258 Phone: Phone:425-3 19-3 100 Phone:36C-631-1668 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2015 STORIES: I CONST.TYPE: `I$ DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1I0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the C' of ' to t t be reported on your sales tax return form an coded City of Arlington#3101. IR �j.G'1.Znl�v Signature Print Name Date bOcasa By Date CONDITIONS See red-lined drawings. Sprinkler permit and plans required as deferred submittal. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 3/9/2018 Building Permit Fee $636.93 3/9/2018 Building Plan Review Fee $414.00 3/9/2018 Processing/Technology Fee $25.00 3/9/2018 State Building Code Surcharge Fee $4.50 Total Due: S1,080.43 Total Payment: $1,080.43 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon • Permit Information Date 1/30/2018 Permit Number 1816 Project Name Lincare, Inc. Applicant Name Dave Nelson Applicant Address 6124 SR 530 City, State,Zip Arlington,WA 98223 Contact Dave Nelson Phone 425-319-3100 Email dave.dnre@gmail.com Permit Type Tenant Improvement Site Address 18824 Smokey Point Blvd,Unit#107B Valuation 30000.00 Status Applied Permit Issued Permit Expires Square Feet 5722 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Office and storage/H-2 occupancy Assigned To Kristin Foster Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Ace Mobile Home Service JCharles Shirley360-631-1668 CONTRACTOR Labor and Industries JACEMOMH905D9 Review Date Type Description Target Date Completed Date Assigned To Status 2/1/2018 commercial T.I. 2/8/2018 lKevin Olander In Review 2/1/2018 Commercial T.I. 2/8/2018 JPW Admin Rev In Review 2/1/2018 commercial T.I. 2/8/2018 PW-Sew-Rev In Review 2/1/2018 Commercial T.I. 2/8/2018 DPW-Wat-Rev In Review Fees Fee Description Notes Amount Building Permit Fee 322 1000,00 $636.93 Building Plan Review Fee 345.83.00.00 $414.00 Processing/Technology Fee 341.43.00.02 $25.00 State Building Code Surcharge Fee 386.00.01.00 $4.5 Totaq $1,080.4 Payments Date Paid By Amount Description Payment Type Accepted B 1/30/2018 jDave Nelson $1.080.43 38329521 'm TotaQ $1,080.431 Amount Outstanding: $0 00 Notes Date Note 2/1/2018 The L&I contractor number provided does not exist.Sent an email to Dave to verify contractor information. Uploaded Files Upload File Date File U loaded B 2/1/2018 9:34:15 AM 1816 Plans.pdf Foster,Kristin X 2/1/2018 9:34:14 AM 1816 Structural Calcs,pdf Foster,Kristin X 2/1/2018 9:34:14 AM 1816_Application.pdf Foster,Kristin X "f COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 - Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. ❑ One(1)City of Arlington Commercial/Multi-Family Permit Application (One(1) permit application per building or structure is required) ❑ One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Two(2)Architectural Drawings ❑ Two(2) Structural Drawings ❑ Two(2) Structural Calculations ❑ One(1) Project Specification Manuals(if applicable) ❑ One(1) NREC Code Compliance Forms ❑ One(1) Special Inspection Requirements Forms ❑ One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 7 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone (360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 7 COMMERCIAL REMODEL INS PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone (360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas, floodways, and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2 ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '%-inch scale. b) Plans must show the entire tenant space c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, etc. REV 2015 Page 3 of 7 COMMERCIAL REMODEL �;� PERMIT APPLICATION ` Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,winduws and penebatiuns. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803 9.1 1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. / 4. P Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks (if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS) Contact the Arlington REV 2015 Page 4 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced(M-arlingtonwa.gov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 1_ It p COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION PLANS, TWO(2)SETS OF SPECIFICATIONS, TWO(2)SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel ( ) Commercial Addition Tenant Improvement :;k10•-1k3 t` Project Address: I W�Z-L( Ct3) S m o�z QU i i S vc l Parcel ID#: Project Description: 1 ? 0 SI~ d4-<<- b i t JOu1— Legal Description: Project Valuation: 30,ObO Owner: Phone Number: Address: U f"T l o`t 9 City: A 111,*`c+Tt�tJ State:W A Zip Code: C119 7 z-� Contact Person: A Phone tuber: Cell Phone: r425 •3 k ol -3 i 0 ® E-mail: owe-• Rre— ), rvtia 2 0 ('OM Address:617- 4 S ,R, S30 N'5�7 City: Aeli ►g•TV" State: VJAb Zip Code: 192- �� Contractor: to r �'� �" �G� )Nc'tip I� Phone Number: 6 3 i O Address: a v0(p t Z3��} PtVE �� City: �,A t­ r S Ve'y"s6tate Ly v� Zip Code: a bey g Contractor's License Number: Ace m c ,4 o 5 DL' Expiration: -5*)—l— Zo ( q Plumbing Contractor: Phone Number: Address: City: State: Zip Code Contractor's License Number: Expiration Mechanical Contractor: Phone Number: Address City: State: Zip Code Contractor's License Number: Expiration: REV 2015 Page 6 of 7 COMMERCIAL REMODEL PERMIT APPLICATION LI'N Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Project Name/Tenant t+J Site Address Bldg./Unit/Suite J-)71- l� IBC Construction Type IBC Occupancy Type (cj.S S Description of Use ()yeyty%' ck(jk%his Building Square Footage 32 r Number of Stories Square Footage per Floor �Z ,c,n v T, �-'e S,�x�-- 5 l 22 Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems lvo ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: fC� {r,('� _ c1� S�n.c 11L�.<c.t 074'C,eh Installation,changes,modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature pArt— "e,IStiN Print Applicants Name Date FOR STAFF USE ONLY GCefi/OC (j JAN 3 0 2018 Permit# A epted By Amount Received Receipt# Date Received REV 2015 Page 7 of 7 �I 1��� �� Kristin Foster From: Carlson, Brandon (BCarlso2) <BCarlso2@lincare.com> Sent: Wednesday, February 21, 2018 4:01 PM To: Kristin Foster Cc: Lord, Linda (Ilord) Subject: [External] - FW: City of ARlington Lincare Location in Smoky Point Hello, We do not fill our Oxygen tanks at this location. This is done at our Transfill location in Fife,Washington. Let us know if any other questions. Thanks, Brandon Carlson Area Manager `1NCARE Western Washington A�� Lincare Phone+360.456.0937, Fax+360.456..1735, BCariso2Ca)lincare.com,www.lincare.com This message contains information that may be confidential or legally privileged and is intended only for the person to which it was sent. It is prohibited for anyone else to disclose, copy, distribute or use the contents of this message. All personal messages express views solely of the sender, which are not to be attributed to the company with which the sender may be employed or otherwise affiliated, and may not be copied or distributed without this disclaimer. If you are not the intended recipient, (i) any use, distribution or copying of this message is strictly prohibited; and (ii)please notify us immediately at help@mailsysadmin.com or 1 (800) 284-2006, and delete the message and any attachments from your system. 1 Kristin Foster From: David Nelson <dave.dnre@gmail.com> Sent: Thursday, February 01, 2018 9:38 AM To: Kristin Foster, Michele Nelson Subject: Re: Lincare,Inc.TI Yes Kristin, you are correct. Sorry, he was trying to remember from memory. Thanks, Dave Nelson 425-319-3100 On Thu, Feb 1, 2018 at 9:03 AM, Kristin Foster<kfostert7a@arlingtonwa.gov>wrote: Dave, Can you verify if the attached contractor's information is correct to use for the tenant improvement? The L & I contractor's number provided on the application doesn't match what is on file with L & I. Thanks, Kristin Foster Permit Technician City of Arlington 18204 591h Ave NE Arlington, WA 98223 360 403 3549 Ups"er glinetonw . gv 1 2/1/2018 Ace Mobile Home Service ISearch L&I Washington State Department of " Labor & Industries Ace Mobile Home Service Owner or tradesperson 9006123RD AVE NE LAKE STEVENS,WA 98258 Principals 360-631-1668 Shirley,Charles Earl,OWNER SNOHOMISH County Doing business as Ace Mobile Home Service WA UBI No. Business type 602 999 322 Individual License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ACEMOMH905139 Effective—expiration 03/29/2010—06/20/2018 Bond American Contractors Indem CO $12,000.00 Bond account no. 100368523 Received by L&I Effective date 11/13/2017 11/18/2017 Expiration date Until Canceled Bond history Insurance Scottsdale Ins Co $1,000,000.00 Policy no. CPS-2721480 Received by L&I Effective date 06/08/2017 06111/2017 Expiration date 06/11/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 14-2-03398-1 Dismissed Complaint filed by Complaint against bond(s)or savings UNITED RECYCLING&CONTAINER 9815562 https://secure.ini.wa.gov/verify/Detaii.aspx?UBI=602999322&LIC=ACEMOMH905D9&SAW= 1/2 2/1/2018 Ace Mobile Home Service Complaint date Complaint amount 04/18/2014 $3,373.20 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. This company has multiple workers'comp accounts. Active accounts L&I Account ID Account is current. 397,233-03 Doing business as ACE MOBILE HOME SERVICE Estimated workers reported Quarter 3 of Year 2017"0"Workers L&I account contact T2/KATHY ULRICH(360)902-4829-Email:WITE235@lni.wa.gov Track this contractor 9 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. O Washington State Dept,of Labor&Industries,Use of this site is subject to the laws of the state of Washington. t hftps://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602999322&LIC=ACEMOMH905D9&SAW= 2/2 Tenant Improvements fo incare, Inc. 18824 Smokey Point Blved#107 B Applicant: o Muhammad Khan, Owner 18824 Smokey Point Blvd# 107 "A" Arlington, Wa 98223 206-353-6491 c� p A. GENERAL: - 1. These notes are supplementary and do not supersede the specifications on the dr 1;; t� 2. Zoning: Highway commercial, 3. Building Group H-2 = J `- 4. Sprinkler system required p 5. Type of Construction:V(non rated) 6. Office occupancy B 1849 SF/Production Occupancy H2, Class 3,R' n A B. CODES& STANDARDS: l.. 2015 International Building Code(IBC); ASCE 7 2 2015 International Mechanical Code �1 3. Washington State Energy Code m C.DESIGN LOADS: H t" z 1. Seismic Site Class .......................... W ZO C r 1 2. Wind Speed ..........................:. U)> 6`, 'U Z (� 3. Floor load(slabe-on-grade)..... JO 'U G) v 4. ceiling area loads - '°"W'" ' Z p(a m cn � br �1 5. Soil bearing capacity .. �� rn o0 -< 70 tt _ D. FOUNDATION.1 d, 0 =N m t� ✓ 1. Existing slabs, p�v -1 rn E. TL" Ud Z d 1 . IleirD •T) ° o Z =p C n o (D o i(D � Q 2x4 CAP & RAIL �2 yT QNL 2x2 @# MAXIMUM 5- D m r• Cm � CO 3 m DO D • ' a � o n a�i ^-' � D � H• �' X � 2 w (a QID CD I � � a N O a g a F D m 0� i� �� F w w 0 M10- S7 z Or- >co 0 m ° R w ;�. m _ m .i n -n y w .�, Q. 37 < rp m z O� fD o o om � �1 b �. N1 g w b w z T C OY F O N b i O io � o n � G w G z a ao �. � � 0 � � I � � aF O w.� �' N O O p a N p ° � 0 Z to c n ro N D c a = to O C• �O. CD l� ti -0 -< w ro p n � Dip 0- r, c W TO m m 'U d w o `� Z I y In to ° mo w n p rD DO a w o v c m p CL o O O' c C (Sp 0 IDQ O O� O (DC, GKcE�- � a c a Z 0 N m� I G � � N =� N w 2 I c W n Z N 0 N _Q(mil 3 +� c N n Z O o T N N C C N m)7 U! vC N um, mx 1 v•- ' 1 I S 00 C i - 1 l A Peter Choi 4as, PE Engineering &Design Services 307 North Olympic Ave, Suite#208 Arlington, WA 98223 (360) 653-4615 Chopelasandassociates@ginail.com January 30, 2018 Muhammad Khan, Owner 18824 Smokey Point Blvd# 107 "A" Arlington, WA 98223 Subject: Tenant improvements for Lincare, Inc, alterations to existing commercial building for medical oxygen production at 18824 Smokey Pint Blvd#17 "B"Arlington WA The lateral and vertical loads were analyzed for the changes to building according to the requirements of the 2015 International Building Code (ASCE 7-10). The production area is to be used for refilling of small containers of medical oxygen for retail consumption. The following design conditions for the analysis are based on the site conditions or according to the minimum code requirements: Soil Bearing Capacity: 2,000 Lbs per SF. Ceiling/mezzanine floor live load: 50 PSF Floor load(slab-on-grade): 125 PSF Wind Exposure/Irriportance: no wind exposure to internal changes Seismic Site Class: D, Sds =0.77 The shear loads on the internal walls and structure are due to seismic loading. All the structure shown on the plans are more than adequate to brace the office and mezanine structures. If you have any questions or are in need of further assistance please feel free to call. r ' y rI y CITY OF AR,LINGTON ;' ' �._; , �` °'r� BUILDING DEPARTMENT ;��. ?d ,✓ APPROVED J-1;Cr 14 0ATE _BY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR ' Peter Cho elas PE FICE �oPRece ived Ived JAN 3 Q Z019 942k)kv 1' TV.: EA III- I U3VOH9qA -Y S� m j.-pAa%,4 i IIA Project:Lincare unit 107 B papa �`-r-=-- Peter C Baas Location: ceiling joists Chopelas and associates / Floor Joist 15o PSf�(�tr"C�'L oarO 307 N.Olympic Ave,suite 208 [2012 International Building Code(2012 NDS)] Arlington,WA 98223 1.5 IN x 9.25 IN x 13.6 FT @16O.C. #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 1/27/2018 9:21:40 PM Section Adequate By:3.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN L/532 Dead Load 0.06 in Total Load 0.37 IN L/443 Live Load Deflection Criteria:L/240 Total Load Deflection Criteria: U360 REACTIONS A B Live Load 453 lb 453 lb Dead Load 91 lb 91 lb Total Load 544 lb 544 lb Bearing Length 0.90 in 0.90 in SUPPORT LOADS A B Live Load 340 plf 340 plf Dead Load 68 plf 68 plf A 13.6 It B Total Load 408 plf 408 plf MATERIAL PROPERTIES #2 -Hem-Fir JOIST DATA Center Base Values d'u ted Span Length 13. ft Bending Stress: Fb= 850 psi Fb'= 1075 psi Unbraced Length-Top 6 6 ft Cd=1.00 CF=1.10 Cr-1.15 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 150 psi Fv'= 150 psi Floor sheathing applied to top of joists-top of joists fully braced Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Sheath i ng/sheetrock applied to bottom of joists-bottom of joists fully braced. Floor Duration Factor 1.00 Comp.-L to Grain: Fc-1= 405 psi Fc--L = 405 psi JOIST LOADING Controlling Moment: 1850 ft-lb Uniform Floor Loading Center 6.8 Ft from left support of span 2(Center Span) Live Load LL= 50 psf Created by combining all dead-loads-and live loads on span(s)2- - ---- Dead Load ---DL=-10 -psf Controlling Shear: -544 lb Total Load TL= 60 psf 14.0 Ft from left support of span 2(Center Span) TL Adj. For Joist Spacing wT= 80 pff Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 20.64 in3 21.39 in3 Area(Shear): 5.44 in2 13.88 in2 Moment of Inertia(deflection): 104.47 in4 128.59 in4 Moment: 1850 ft-lb 1917 ft-lb Shear: -544 lb 1388lb Decking Information Plywood Thickness: T= 19/32 in Plywood Is Glued: Moment of Inertia Calculations For Glued Floor: Joist Area: A-joist= 13.88 IN2 Plywood Area: A-ply= 1.34 IN2 Section Centroid: C= 5 IN ABOVE BASE Moment of Inertia(deflection): I-comb= 129 IN4 NOTES a Project:Lincare unit 107 B 11 " :" Peter C Ias Location:overhead beam at entry wall Chopelas and associates / Multi-Span Floor Beam 307 N.Olympic Ave, suite 208 of [2012 International Building Code(2012 NDS)] ::.;�-• Arlington.WA 98223 3.5 IN x 9.25 IN x 24.0 FT(8+8+8) -- #2- Hem-Fir-Dry Use StruCalc Version 9.0.2.5 1/30/2018 3:32:27 PM Section Adequate By: 25.6% Controlling Factor:Moment DEFLECTIONS Left Center Right LOADING DIAGRAM Live Load 0.08 IN L/1173 0.06 IN L/1719 0.08 IN L/1173 Dead Load 0.02 in 0.00 in 0.02 in Total Load 0.10 IN L/962 0.06 IN L/1679 0.10 IN U962 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A 6 D Live Load 1260 lb 3360 lb 3360 lb 1260 lb Dead Load 355 lb 977 lb 977 lb 355 lb Total Load 1615 lb 4337 lb 4337 lb 1615 lb Bearing Length 1.14 in 3.06 in 3.06 in 1.14 in BEAM DATA Left Center Right Span Length 8 ft 8 ft 8 ft Unbraced Length-Top O ft O ft O ft A- arc B an ee b Unbraced Length-Bottom 8 ft 8 ft 8 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Left Center Right #2 -Hem-Fir Floor Live Load FILL= 50 psf 50 psf 50 psf Base Values Ad lusted Floor Dead Load FDL= 15 psf 15 psf 15 psf Floor Tributary Width Side One TW1 = 7 ft 7 ft 7 ft Cd=1.00 CI=0.98 CF=1.20 Bending Stress: = 850 psi F = 1003 psi Floor Tributary Width Side Two TW2= 0 ft 0 ft 0 ft = Shear Stress: Fv= 150 psi Fv'= 150 psi Wall Load WALL 0 plf 0 plf 0 plf Cd=1.00 BEAM LOADING Left Center Right Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Reduced Floor Live Load 50 psf 50 psf 50 psf Comp.J-to Grain: Fc--L= 405 psi Fc--L'= 405 psi Total Live Load 350 plf 350 plf 350 plf Total Dead Load 105 plf 105 plf 105 plf Controlling Moment: -3324 ft-lb- - - - -- -- - - -Beam Self-Weight- -- --6--plf - 6 -plf-- -6-p1f ----- Over right support of span 1 (Left Span) Total Load 461 plf 461 plf 461 plf Created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear: 2260 Ib At left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2, 3 Comparisons with required sections: Reg'd Provided Section Modulus: 39.75 in3 49.91 in3 Area(Shear): 22.6 in2 32.38 in2 Moment of Inertia(deflection): 70.84 in4 230.84 in4 Moment: -3324 ft-lb 4174 ft-lb Shear: 22601b 32381b NOTES ICC A117.1-2009 Chap, s. Plumbing Elements and Facilities 604.3 Clearance. has been installed in walls and located so as to permit the installation of grab bars complying Other fixtures not allowed with Section 604.5. within this area. 2. In detention or correction facilities, grab bars are not required to be installed in housing or _ _ __ — — — — — i holding cells or rooms that are specially r ' r designed without protrusions for purposes of suicide prevention. I E I I LO I I I I _ _ _ _ _ — _ Seat height 1O 19 60 min L7 430-485 1525 FIG.604.3 SIZE OF CLEARANCE FOR WATER CLOSET 604.3.1 Clearance width. Clearance around a water Note: For children's dimensions see Fig.604.11.4 closet shall be 60 inches (1525 mm) minimum in FIG.604.4 width, measured perpendicular from the sidewall. WATER CLOSET SEAT HEIGHT 604.3.2 Clearance Depth. Clearance around the water closet shall be 56 inches (1420 mm) mini- mum in depth, measured perpendicular from the rear wall. 604.5.1 Fixed Side Wall Grab Bars. Fixed side-wall 604.3.3 Clearance Overlap. The required clear- grab bars shall be 42 inches (1065 mm) minimum in ance around the water closet shall be permitted to length, located 12 inches (305 mm) maximum from overlap the water closet, associated grab bars, the rear wall and extending 54 inches (1370 mm) paper dispensers, sanitary napkin receptacles, minimum from the rear wall. In addition, a vertical coat hooks, shelves, accessible routes, clear floor grab bar 18 inches(455 mm) minimum in length shall space at other fixtures and the turning space. No be mounted with the bottom of the bar located 39 other fixtures or obstructions shall be within the inches (990 mm) minimum and 41 inches (1040 mm) required water closet clearance. CE 604.4 Height. The height of water closet seats shall be 39-41 17 inches (430 mm) minimum and 19 inches (485 mm) 990-1040 c maximum above the floor, measured to the top of the min E Ln - seat. Seats shall not be sprung to return to a lifted posi- 12 max 1370 1 00 tion. 305 EXCEPTION: A water closet in a toilet room for a sin- 42 min gle occupant, accessed only through a private office 1065 and not for common use or public use. shall not be required to comply with Section 604.4. 604.5 Grab Bars. Grab bars for water closets shall Section 609.4 o comply with Section 609 and shall be provided in accor- �` dance with Sections 604.5.1 and 604.5.2. Grab bars , M o shall be provided on the rear wall and on the side wall closest to the water closet. i co EXCEPTIONS: 1. Grab bars are not required to be installed in a toilet room for a single occupant, accessed Note: For children's dimensions see Fig.609.4.2 only through a private office and not for com- FIG.604.5.1 mon use or public use, provided reinforcement SIDE WALL GRAB BAR FOR WATER CLOSET 47 Chapter 6. Plumbing Elements and Facilities ICC A117.1-2009 maximum above the floor, and with the center line of V 4.7 Dispensers. Toilet paper dispensers shall com- the bar located 39 inches (990 mm) minimum and 41 ply with Section 309.4. Where the dispenser is located inches (1040 mm) maximum from the rear wall. above the grab bar, the outlet of the dispenser shall be { EXCEPTION: The vertical grab bar at water clos- located within an area 24 inches (610 mm) minimum ets primarily for children's use shall comply with and 36 inches (915 mm) maximum from the rear wall. Section 609.4.2. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located within an area 604.5.2 Rear Wall Grab Bars.The rear wall grab bar 24 inches (610 mm) minimum and 42 inches (1065 mm) shall be 36 inches (915 mm) minimum in length, and maximum from the rear wall.The outlet of the dispenser extend from the centerline of the water closet 12 shall be located 18 inches (455 mm) minimum and 48 inches (305 mm) minimum on the side closest to the inches (1220 mm) maximum above the floor. Dispens- wall, and 24 inches (610 mm) minimum on the trans- ers shall comply with Section 609.3. Dispensers shall fer side. not be of a type that control delivery, or do not allow EXCEPTIONS: continuous paper flow. 1. The rear grab bar shall be permitted to be 604.8 Coat Hooks and Shelves. Coat hooks provided � 24 inches (610 mm) minimum in length, cen- within toilet compartments shall be 48 inches (1220 tered on the water closet, where wall space mm) maximum above the floor. Shelves shall be 40 does not permit a grab bar 36 inches (915 inches (1015 mm) minimum and 48 inches (1220 mm) mm) minimum in length due to the location maximum above the floor. of a recessed fixture adjacent to the water 604.9 Wheelchair Accessible Compartments. closet. 2. Where an administrative authority requires 604.9.1 General. Wheelchair accessible compart- flush controls for flush valves to be located ments shall comply with Section 604.9. in a position that conflicts with the location of 604.9.2 Size. Toilet compartments shall comply with the rear grab bar, that grab bar shall be per- Section 604.9.2.1 or 604.9.2.2 as applicable. mitted to be split or shifted to the open side 604.9.2.1 Minimum area. The minimum area of a of the toilet area. wheelchair accessible compartment shall be 60 36 min inches (1525 mm) minimum in width measured - perpendicular to the side wall, and 56 inches 915 12 min (1420 mm) minimum in depth for wall hung water 24 min 305 closets, and 59 inches (1500 mm) minimum in 610 depth for floor mounted water closets measured perpendicular to the rear wall. 604.9.2.2 Compartment for children's use. The minimum area of a wheelchair accessible com- partment primarily for children's use shall be 60 ' inches (1525 mm) minimum in width measured � o I perpendicular to the side wall, and 59 inches co o) (D (1500 mm) minimum in depth for wall hung and I I o floor mounted water closets measured perpendic- c`i � 0 ular to the rear wall. CO in 604.9.3 Doors. Toilet compartment doors, including door hardware, shall comply with -Section 404, except if the approach is to the latch side of the com- partment door clearance between the door side of the stall and any obstruction shall be 42 inches (1065 Note: For children's-dimensions see Fig. 609.4.2 mm) minimum. The door shall be self-closing. A door FIG.604.5.2 pull complying with Section 404.2.6 shall be placed REAR WALL GRAB BAR FOR WATER CLOSET on both sides of the door near the latch. Toilet com- partment doors shall not swing into the required mini- 604.6 Flush Controls. Flush controls shall be hand mum area of the compartment. operated or automatic. Hand operated flush controls 604.9.3.1 Door Opening Location. The farthest shall comply with Section 309. Flush controls shall be edge of toilet compartment door opening shall be located on the open side of the water closet. located in the front wall or partition or in the side EXCEPTION: In ambulatory accessible compart- wall or partition as required by Table 604.9.3.1. ments complying with Section 604.10, flush controls 604.9.4 Approach. Wheelchair accessible compart- shall be permitted to be located on either side of the ments shall be arranged for left-hand or right-hand water closet. approach to the water closet. 48 r, 6b S1N3WIUVdWO3 13110131SISS333V EIIVH0133HM Z'6'b09'!Dld uaap11yO—;asolO ja;eM pe;unoW-aoold pue BunH-IIeM ;Inp`d—;aso13 Ja;eM pa;unoW-aoold(q) ;Inp`d—;aso13 aa;eM BunH-lleM(e) SZSL SZS4 ulw 09 ului 09 r4CilN c p �. NOI1`d001 1311f10 H3SN3dSIO uolleool lal;no jasuadslP L'l L'b09'61=1 eas suolsuawlp s,uaapligo Jo=J:a}oN jasuedsla poss000ll(a) OLOI cn 3 A � O N 3 O X X 00 u1w tqZ M x w 9E jee gea0 anogy jasuedsla Bulpnj;oJd(q) aeq gej0 moles jasuedsla Bulpna;oJd(e) a N 3 £'609 uolloaS OD o a3i WE wcn 3 X UPU :3 � Ol9 COOD � u!w bZ 0 o OD 3. OLO 6 S 46 xew Zb xew g w Sel}lllOe3 pue S;uawa13 6uigwnld '9 aa;degO 6003-L'LI Ld 001 ---� Received U5-AND OCCUPANCY CLASSIFICATION MAR 2 9 2P18 V-Ad IWIV Construction and agricultural machinery areas set forth in Tables 307.1(1) and 307.1(2). Hazardous Disinfectants occupancies are classified in Groups H-1, H-2, H-3, H-4 and Dry cleaning and dyeing H-5 and shall be in accordance with this section, the require- Electric generation plants ments of Section 415 and the International Fire Code. Haz- Electronics ardous materials stored, or used on top of roofs or canopies Engines (including rebuilding) shall be classified as outdoor storage or use and shall comply Food processing and commercial kitchens not associated with the International Fire Code. with restaurants,cafeterias and similar dining facilities Exceptions: The following shall not be classified as Furniture Group H,but shall be classified as the occupancy that they Hemp products most nearly resemble. Jute products Laundries 1. Buildings and structures occupied for the applica- Leather products tion of flammable finishes, provided that such Machinery buildings or areas conform to the requirements of Metals Section 416 and the International Fire Code. Millwork(sash and door) 2. Wholesale and retail sales and storage of flamma- Motion pictures and television filming(without ble and combustible liquids in mercantile occupan- spectators) cies conforming to the International Fire Code. Musical instruments Optical goods 3. Closed piping system containing flammable or Paper mills or products combustible liquids or gases utilized for the opera- Photographic film tion of machinery or equipment. Plastic products 4. Cleaning establishments that utilize combustible Printing or publishing liquid solvents having a flash point of 140°F Recreational vehicles (60°C) or higher in closed systems employing Refuse incinerationDENIED equipment listed by an approved testing agency, Shoes provided that this occupancy is separated from all Soaps and detergents other areas of the building by 1-hour fire barriers Textiles constructed in accordance with Section 707 or 1- Tobacco hour horizontal assemblies constructed in accor- Trailers dance with Section 711, or both. Upholstering 5. Cleaning establishments that utilize a liquid sol- Wood; distillation Woodworking (cabinet) vent having a flash point at or above 200°F(93°C). 306.3 Low-hazard factory industrial, Group F-2. Factory 6. Liquor stores and distributors without bulk storage. industrial uses that involve the fabrication or manufacturing 7. Refrigeration systems. of noncombustible materials which during finishing, packing 8. The storage or utilization of materials for agricul- or processing do not involve a significant fire hazard shall be tonal purposes on the premises. classified as F-2 occupancies and shall include, but not be limited to,the following: 9. Stationary batteries utilized for facility emergency power, uninterruptable power supply or telecom- Beverages: up to and including 16-percent alcohol content munication facilities, provided that the batteries Brick and masonry are provided with safety venting caps and ventila- Ceramic products tion is provided in accordance with the Interna- Foundries tional Mechanical Code. Glass products 10. Corrosives shall not include personal or household Gypsum products in their original packaging used in retail Ice Metal products (fabrication and assembly) display or commonly used building materials. 11. Buildings and structures occupied for aerosol stor- age shall be classified as Group S-1, provided that SECTION 307 such buildings conform to the requirements of the HIGH-HAZARD GROUP H International Fire Code. [F] 307.1 High-hazard Group H. High-hazard Group H 12. Display and storage of nonflammable solid and occupancy includes, among others, the use of a building or nonflammable or noncombustible liquid hazardous structure, or a portion thereof, that involves the manufactur- materials in quantities not exceeding the maximum in,-,,processing, generation or storage of materials that consti- allowable quantity per control area in Group M or tute a physical or health hazard in quantities in excess of S occupancies complying with Section 414.2.5. those allowed in control areas complying with Section 414, 13. The storage of black powder, smokeless propellant based on [lie maximum allowable quantity limits for control and small arms primers in Groups M and R-3 and i 2012 INTERNATIONAL BUILDING CODE° 43 TI if Ir Jk GtNERAL BUILDING HEIGHTS AND AREAS TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES(HOURS) --—-- A,E 1-1,1-3,1-4 1-2 Ra F-2 S-2° B,F-1,M, U S 1 H-1 H-2 H-3,H-4, H-5 OCCUPANCY S NS S NS S NS S NS S NS S NS S NS S NS S NS S NS A,E N N 1 2 2 NP 1 2 N 1 1 2 NP NP 3 4 2 3 2 NP N N 2 NP 1 NP 1 2 1 2 NP NP 3 NP 2 NP 2 NP 1-2 — — — — N N 2 NP 2 NP 2 NP NP NP 3 NP 2 NP 2 NP Ra — — — — — — N N 1` T 1 2 NP NP 3 NP 2 NP 2 NP F-2,S-2n U — — — — — — — — N N 1 2 NP NP 3 4 2 3 2 NP B,F 1,M,S 1 — — — — — — — — — — N N NP NP 2 3 1 2 1 - NP H-1 — — — — — — — — — — — — N NP NP NP NP NP NP NP H 2 — — — — — — — — — — — — — — N 1 NP 1 NP NP H 3,H 4 NP 1 NP N NP H-5 — — — — — — — — — — — - S=Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. * NS=Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. N=No separation requirement. NP=Not permitted. a See Section 420. b.The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but to not less than 1 hour. c. See Section 406.3.4. 41 d. Separation is not required between occupancies of the same classification. 4- self- or automatic-closing upon detection of smoke in walls,limitation of number of stories and type of construction accordance with Section 716.5.9.3. Doors shall not have where all of the following conditions are met: air transfer openings and shall not be undercut in excess of 1. The buildings are separated with a horizontal assembly the clearance permitted in accordance with NFPA 80. having afire-resistance rating of not less than 3 hours. Walls surrounding the incidental use shall not have air 2. The building below the horizontal assembly is not transfer openings unless provided with smoke dampers in greater than one storyabove d lane. accordance with Section 710.7. 1 grade p 509.4.2.1 Protection limitation.Except as specified in 3. The,building below the horizontal assembly is of Type Table 509 for certain incidental uses, where an auto- IA construction. matic sprinkler system is provided in accordance with 4. Shaft,stairway, ramp and escalator enclosures through Table 509, only the space occupied by the incidental the horizontal assembly shall have not less than a 2- use need be equipped with such a system. hour fire-resistance rotting with opening protectives in accordance with Section 716.5. SECTION 510 Exception: Where the enclosure walls below the SPECIAL PROVISIONS horizontal assembly have not less than a 3-hour fire- SPECIAL rating with opening protectives in accor- 510.1 General. The provisions in Sections 510.2 through dance with Section 716.5, the enclosure walls 510.9 shall permit the use of special conditions that are extending above the horizontal assembly shall be exempt from, or modify, the specific requirements of this permitted to have a 1-hour fire-resistance rating, chapter regarding the allowable building heights and areas of provided: buildings based on the occupancy classification and type of 1. The building above the horizontal assembly is construction, provided the special condition,complies with not required to be of Type I construction; the provisions specified in this section for such condition and other applicable requirements of this code. The provisions of 2. The enclosure connects fewer than four sto Sections 510.2 through 510.8 are to be considered indepen- Ties; and dent and separate from each other. 3. The enclosure opening protectives above the 510.2 Horizontal building separation allowance. A build- horizontal assembly have afire protection rat- ing shall be considered as separate and distinct buildings for ing of not less than 1 hour. the purpose of determining area limitations,continuity of fire 5. The building or buildings above the horizontal assem- bly shall be permitted to have multiple Group'A occu- 103 2012 INTERNATIONAL BUILDING CODE° ' x f. �1� �� +f IERAL BUILDING HEIGHTS AND AREAS TABLE 503-continued ALLOWABLE BUILDING HEIGHTS AND AREAS.,b TYPE OF CONSTRUCTION TYPE I TYPE II TYPE III TYPE IV TYPE V GROUP A B A B A B HT A I B HEIGHT(feet) UL 160 65 55 65 55 65 50 1 40 STORIES(S) AREA(A) S UL 11 4 2 4 2 4 3 1 M A UL UL 21,500 12,500 18,500 12,500 20,500 14,000 9,000 S UL 11 4 4 4 4 4 3 2 R-1 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 S UL 11 4 4 4 4 4 3 2 R-2 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 S UL 11 4 4 4 4 4 3 3 R-3 A UL UL UL UL UL UL UL UL UL S UL 11 4 4 4 4 4 3 2 R-4 A UL UL 24,000 16,000 24,000 16,000 20,500' 12,000 7,000 S UL 11 4 2 3 2 4 3 1 S-1 A UL 48,000 26,000 17,500 26,000 17,500 25,500 14,000 9,000 S UL 11 5 3 4 3 5 4 2 S-2 A UL 79,000 39,000 26,000 39,000 26,000 38,500 21,000 13,500 U S UL 5 4 2 3 2 4 2 1 A UL 35,500 19,000 8,500 14,000 8,500 18,000 9,000 5,500 For SI: 1 foot=304.8 mm, 1 square foot=0.0929 m'. A=building area per story,S=stories above grade plane,UL=Unlimited,NP=Not permitted. a. See the following sections for general exceptions to Table 503: 1. Section 504.2,Allowable building height and story increase due to automatic sprinkler system installation. 2. Section 506.2,Allowable building area increase due to street frontage. 3. Section 506.3,Allowable building area increase due to automatic sprinkler system installation. 4. Section 507,Unlimited area buildings. I b. See Chapter 4 for specific,exceptions to the allowable height and areas in Chapter 5. �~ SECTION 505 levels shall be not greater than two-thirds of the floor area MEZZANINES AND EQUIPMENT PLATFORMS of that room or space in which they are located. 505.1 General.Mezzanines shall comply with Section 505.2. Exceptions: Equipment platforms shall comply with Section 505.3. 1. The aggregate area of mezzanines in buildings 505.2 Mezzanines. A mezzanine or mezzanines in compli- and structures of Type I or II construction for ante with Section 505.2 shall be considered a portion of the special industrial occupancies in accordance with i story below. Such mezzanines shall not contribute to either Section 503.1.1 shall be not greater than two- the building area or number of stories as regulated,by Section thirds of the floor area of the room. 503.1. The area of the mezzanine shall be included in deter- i 2. The aggregate area of mezzanines in buildings mining the fire area. The clear height above and below the and structures of Type I or II construction shall mezzanine floor construction shall be not less than 7 feet be not greater than one-half of the floor area of (2134 mm). the room in buildings and structures equipped 505.2.1 Area limitation. The aggregate area of a mezza- throughout with an approved automatic sprinkler nine or mezzanines within a room shall be,not greater than system in accordance with Section 903.3.1.1 and one-third of the floor area of that room or space in which an approved emergency voice/alarm commlmica- they are located. The enclosed portion of a room shall not tion system in accordance with Section 907.5.2.2. be included in a determination of the floor area of the 505.2.2 Means of egress.The means of egress for mezza- room in which the mezzanine is located. In determining nines shall comply with the applicable provisions of Chap- the allowable mezzanine area, the area of the mezzanine ter 10. shall not be included in the floor area of the room. 505.2.3 Openness. A mezzanine shall be open and unob- Where a room contains both a mezzanine and an equip- strutted to the room in which such mezzanine is'located ment platform, the aggregate area of the two raised floor 2012 INTERNATIONAL BUILDING CODE° 97 • i , 1 1 S- --� �� ., USE AND OCCUPANCY CLASSIFICATION TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDe,l,m,n,P GROUP WHEN STORAGE USE-CLOSED SYSTEMS" USE-OPEN SYSTEMS° THE MAXIMUM MATERIAL CLASS ALLOWABLE Solid Liquid Gas cubic Solid Liquid Gas cubic Solid Liquid QUANTITY IS pounds gallons feet at NTP pounds gallons feet at NTP pounds gallons EXCEEDED (cubic feet) (pounds) (cubic feet) (pounds) (cubic feet) (pounds) Flammable solid NA H-3 125d'e NA NA 125d NA NA 25" NA Inert gas Gaseous NA NA NA NL NA NA NL NA NA Liquefied NA NA NA NL NA NA NL NA NA UD H-I 1`'g (1)"1g 0.259 (0.25)9 0.259 (0.25)9 I H-2 5d'e (5)d'e id (I)d 1d (I)d Organic peroxide II H-3 50d'e (50)d,e NA 50d (50)d l Od 10 d Or g p III H-3 125d'e (125)d'` 125d (125)d NA 25d (25)d IV NA NL NL NL NL NL NL V NA NL NL NL NL NL NL 4 H-1 Ig (1)e'g 0.259 (0.25)9 0.259 (0.25)9 3" H-2 orji--3 iod,e 110Iu�-`. 2d (2)d 2d (2)d Oxidizer 2 H-3 250d'` (250)d'` N d' 250d (250)d NA 50d (50)a 1 NA 4,000e,1 (4,000)e,f 4,000' (4,000)f 1,0001 (1,000), Oxidizing gas Gaseous H-3 NA NA 1,500d'` NA NA 1,500d'e NA NA Liquefied (150) e NA (150) e NA Pyrophorie NA H-2 4e'g (4)e•g 50e•g Is (1)9 10019 0 0 4 H-1 Ie'g (1)e19 l0e.9 0.259 (0.25)9 2e'9 0.259 (0.25)9 3 H-1 orH-2 5d'e (5)d'e 50d'e Id (I)d 1Od'e ld (I)d Unstable(reactive) 2 H-3 50d'a (50)d, 750d'a 50d (50)d 750d,e 10a (10)d 1 NA NL NL NL NL NL NL NL NL 3 H-2 5d'e (5)d'e 5d (5)d id (1)d Water reactive 2 H-3 50d'e (50)d,e NA 50d (50)d NA lod (10)d 1 I NA NL I NL NL NL NL NL For SI: 1 cubic foot=0.028 m3,1 pound=0.454 kg,1 gallon=3.785 L. NL=Not Limited;NA=Not Applicable;UD=Unclassified Detonable. a. For use of control areas,see Section 414.2, b. The aggregate quantity in use and storage shall not exceed the quantity listed for storage. c. The quantities of alcoholic beverages in retail and wholesale sales occupancies shall not be limited provided the liquids are packaged in individual containers not exceeding 1.3 gallons.In retail and wholesale sales occupancies,the quantities of medicines,foodstuffs or consumer products,and cosmetics containing not more than 50 percent by volume of water-miscible liquids with the remainder of the solutions not being flammable,shall not be limited,provided that such materials are packaged in individual containers not exceeding 1.3 gallons. d. Maximum allowable quantities shall be increased 100 percent in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.Where Note a also applies,the increase for both notes shall be applied accumulatively. e. Maximum allowable quantities shall be increased 100 percent when stored in approved storage cabinets,day boxes,gas cabinets,gas rooms or exhausted enclosures or in listed safety cans in accordance with Section 5003.9.10 of the International Fire Code.Where Note d also applies,the increase for both notes shall be applied accumulatively. f. vith an automatic sprinkler system in accordance with Section 903.3.1.1. g. sprinkler system in accordance with Section 903.3.1.1. h. t ` (�{J ntrol area of Class IA,IB or IC flammable liquids. i. �1 I � '`� a complying with Section 603.3.2 of the International Fire Code. j. { L•-LF� V ie head of each column. ' k. r' 4::npt�: ^I.���M�yf I Class 3 oxidizers is allowed when such materials are necessary for maintenance purposes, GY -i-i-f- the manner of storage are approved. 1. a the net weight of the pyrotechnic composition of the fireworks is not known,25 percent used. m. dance with Section 5003.1.2 of the International Fire Code. n. /' I {it �1 �f ities in Group S occupancies complying with Section 414.2.5, see Tables 414.2.5(1)and o. I I ©��V lLr t� :ements of ISO 8115 shall not be included in this material class. P. allowable quantities: )perated in accordance with the International Fire Code. d by the International Fuel Gas Code. by the International Mechanical Code. ' in dispensers that are installed in accordance with Sections 5705.5 and 5705.5.1 of the ad rub(ABHR)dispensers shall be provided in the construction documents. q. he concentration and conditions create a fire or explosion hazard based on information tnctl4lcu ill dUGU1UUI1Ue W1L[l 3=LlOn 414.1J. 46 2015 INTERNATIONAL BUILDING CODE® GENERAL BUILDING HEIGHTS AND AREA•^ occupancies shall apply to the total nonseparated occu- 508.4.2 Allowable building area.In each story,the build- pancy area. Where nonseparated occupancies occur in a ing area shall be such that the sum of the ratios of the high-rise building, the most restrictive requirements of actual building area of each separated occupancy divided Section 403 that apply to the nonseparated occupancies by the allowable building area of each separated occu- shall apply throughout the high-rise building. pancy shall not exceed 1. 508.3.2 Allowable building area and height.The allow- 508.4.3 Allowable height. Each separated occupancy able building area and height of the building or portion shall comply with the building height limitations based on thereof shall be based on the most restrictive allowances the type of construction of the building in accordance with for the occupancy groups under consideration for the type Section 503.1. of construction of the building in accordance with Section Exception: Special provisions of Section 510 shall per- 503.1. mit occupancies at building heights other than provided 508.3.3 Separation. No separation is required between in Section 503.1. nonseparated occupancies. 508.4.4 Separation.Individual occupancies shall be sepa- Exceptions: rated from adjacent occupancies in accordance with Table 1. Group H-2, H-3, H-4 and H-5 occupancies shall 508.4. be separated from all other occupancies in accor- 508.4.4.1 Construction. Required separations shall be dance with Section 508.4. fire barriers constructed in accordance with Section 2. Group I-1, R-1, R-2 and R-3 dwelling units and 707 or horizontal assemblies constructed in accordance sleeping units shall be separated from other with Section 711, or both, so as to completely separate dwelling or sleeping units and from other occu- adjacent occupancies. pancies contiguous to them in accordance with the requirements of Section 420. SECTION 509 508.4 Separated occupancies. Buildings or portions of INCIDENTAL USES buildings that comply with the provisions of this section shall 509.1 General Incidental uses located within single occu- be considered as separated occupancies. pancy or mixed occupancy buildings shall comply with the 508.4.1 Occupancy classification.Separated occupancies provisions of this section. Incidental uses are ancillary func- shall be individually classified in accordance with Section tions associated with a given occupancy that generally pose a 302.1. Each separated space shall comply with this code greater level of risk to that occupancy and are limited to those based on the occupancy classification of that portion of the uses listed in Table 509. building. Exception: Incidental uses within and serving a dwelling unit are not required to comply with this section. TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES(HOURS) OCCUPANCY A,E 1-1a,1-3,1-4 1-2 Re F-2,S-2°,U BB'S 1,M, H-1 H-2 H-3,H-4 H-5 S NS S NS S J NS S NS S NS S NS S NS S NS S NS S NS A,E N N 1 2 2 NP 1 2 N 1 1 2 NP NP 3 4 2 3 2 NP I-1 a,1-3,1-4 — — N N 2 NP 1 NP 1 2 1 2 NP NP 3 NP 2 NP 2 NP 1-2 — — — — N N 2 NP 2 NP 2 NP NP NP 3 NP 2 NP 2 NP Ra — — — — — — N N 1` 2` 1 2 NP NP 3 NP 2 NP 2 NP F-2,S-2b,U — — — — — — — — N N 1 2 NP NP 3 4 2 3 2 NP Be,F-1,M,S-1 — — — — — — — — — — N N NP NP 2 3 1 2 1 NP H-1 — — — — — — — — — — — — N NP NP NP NP NP NP NP H-2 — — — — — — — — — — — — — — N NP 1 NP 1 NP H-3,H-4 — — — — — — — — — — — — — — 1° NP 1 NP H-5 — — — — — — — — — — — — — — — — — — N NP S=Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. NS=Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. N=No separation requirement. NP=Not permitted. a See Section 420. b. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but not to less than 1 hour. c. See Section 406.3.4. d. Separation is not required between occupancies of the same classification. e. See Section 422.2 for ambulatory care facilities. 108 2015 INTERNATIONAL BUILDING CODE® Tenant Improvements for Lincare, Inc. Adjoining Unit 18824 Smokey Point Blved#107 B Existing I-hour wall - Applicant: �1,f r Muhammad Khan, Owner o 18824 Smokey Point Blvd # 107 "A" CITY OF ARLINGTON Arlington, Wa 98223 , � BUILDING DEPARTMENT 206-353-6491 2-� AP OVED , A. GENERAL: s de Existing Door 1. These notes are supplementary and do not supersede the specifications on the drawings. �A 2. Zoning: Highway commercial, _ NO CHANGE'AUTHORIZED 3. Building Group M N _ ass APPROVED BY"WHIR 4. Sprinkler system not required,provided in the building — BUILDING INSPECTOR 5. Type of Construction:V(non rated) 6. Office occupancy B 1849 SF/Mercantile group M,882 SF(no separation required) B. CODES & STANDARDS: 1.. 2015 International Building Code (IBC); ASCE 7 2 2015 International Mechanical Code 3. Washington State Energy Code -0 I r, Existing Production Area 3` (existing Fire sprinklers) C. DESIGN LOADS: o Unit 107 B 1. Seismic Site Class 0 ............................... Sds =0.770 -f 2. Wind Speed .... . ...........110 mph, Exposure`B" _ Existing Door �U�j 2 �� Exi 'n i v s .t�1 o 3. Floor load(slab-on-grade)................... 125 PSF � t 4. ceiling area loads..................................50 PSF pwG3D 01f �S 5. Soil bearing capacity ...........................2 000 sf , �� Cr �C.�`t� REVISED . FOUNDATION DATA: { 60W, 1. Existing slabs acts as acceptable footings for interior walls and columns. - 4 Pro osedl-hour wall �Cea!!/�� E. TIMBER FRAMING NOTES: _ - f0! ed Restroom YL_ Propos LIAR 2 9 ?019 , 1. Hem-Fir No. 2 or Doug-Fir No. 2 for joists,rafters, and framing to 4". `� t �-�'Rn. (� 14 2. Hem-Fir or Doug-Fir, Utility or No. 3 or better for plates and blocking. "P 3. Joists and rafters to have 2"thick solid blocking at bearing supports. I - 5. Provide washers for all bolts bearing on wood. ; 6. All Nailing not otherwise noted should be per 1BC Table 2304.9.1 p Existing office G. MISCELLANEOUS: (unit 107 A) 2 N �' S�LGf�oiCNb (o� d�'� 1. Contractor to verify all dimensions in the field. ` c? S 1 tiC I I I C O � Eh C�?aIL Proposed Office 2. Pre-fabricated trusses,hold downs,hangers, and other items to be installed per the manufacturer's recommendations. c ZDSi= — L ltr(04 A-6(0 K*2 q Existing Door r f Existing Door l�l 1Ib1+ S.kt _T \ c3 _ ) TABLE 721.1(2)- „ ,,,,, . - 2xl4 CAP & RAIL zA 2- �T'. RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS °P � _ ----� MINIMUM FINISHED THICKNESS FACE-TO- ITEM CONSTRUCTION FACE"(inches) MATERIAL NUMBER 4 3 2 1 2x2 @# MAXIMUM 5-1/2" O.C. hours hours hours hour ���L 2"x 4"wood studs 16"on center with two layers of�/$"regular gypsum il hg�� wallboard`each side,4d cooler"or wallboard"nails at 8"on center first layer,5d I 14-1.1'" cooler"or wallboard"nails at 8"on center second layer with laminating compound — — — 5 between layers,joints staggered.First layer applied full length vertically,second layer applied horizontally or vertically. 2"x 4"wood studs 16"on center with two layers'/,"regular gypsum wallboard' 14-1.2'�'° applied vertically or horizontally each side ,joints staggered.Nail base layer with 5d — — — 5 i/ z C2� .3fSl' � cooler or wallboard"nails at 8"on center face layer with 8d cooler"or wallboard" ` D �I 2 nails at 8"on center. - 1 2 2"x 4"wood studs 24"on center with 5/,"Type X gypsum wallboard`applied verti- — — rS�t I rJ& 14 Woad 14-1.3`''" cally or horizontally nailed with 6d cooler"or wallboard —"nails at 7"on center with 43/4 r c► i �� tF studs-interior par- end joints on nailing members.Stagger joints each side. I 92 l � Litton with gyp- 2"x 4"fire-retardant-treated wood studs spaced 24"on center with one layer of p'.I LN kt, sum wallboard 14-1.4' %'Type X gypsum wallboard`applied with face paper grain(long dimension)paral- — — — 4'/4d M,J each side lel to studs.Wallboard attached with 6d cooler"or wallboard"nails at 7"on center. .. trL- S o �f TABLE 721 J(3)—.ncnm wa _ MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS'- C2f-a o'S S THICKNESS OF FLOOR MINIMUM THICKNESS OF� OR ROOF SLAB CEILING v—� - FLOOR RU ROOF ITEM CEILING CONSTRUCTION (inches) (inches) t3�R CGsE I a4 CONSTRUCTION NUMBER - �� \ F X 4 3 2 1 4 3 2r 1 J LA,L*' j �YI� I I hours hours hours hour hours hours hours hour �ck1(L w�td /����I ti S 7r reo fi D _ _ Gypsum plaster over 3/a"Type X gypsum lath.Lath initially ►1aY6[ 5�k' applied with not less than four 1'/,"by No.13 gage by I y(�4_ head plasterboard blued nails per bearing.Continuous strip- �J3 ca ping over lath along all joist lines.Stripping consists of 3" wide strips of metal lath attached by 1'/,"by No. 11 gage by'/,"head roofing nails spaced 6"on center.Alternate 13-1.1 stripping consists of 3"wide 0.049"diameter wire stripping — — — — — — — 7/8 weighing 1 pound per square yard and attached by No.16 gage by 11/,"by'/,"crown width staples,spaced 4"on cen- ter.Where alternate stripping is used,the lath nailing may G^XLfT cvl✓G• 1-wd/L 13.Double wood consist of two nails at each end and one nail at each inter- floor over wood mediate bearing.Plaster mixed 1:2 by weight,gypsum-to- r �� �' oists spaced 16"on sand aggregate. center.'"." Cement or gypsum plaster on metal lath.Lath fastened with 02"by No. 11 gage by'1/1,"head barbed shank roofing 13-1.2 nails spaced 5"on center:Plaster mixed 1:2 for scratch coat — — — — — — — 5/8 F q6v�, 7 Off[ ! /L// j( f ��J 11� I i and 1:3 for brown coat,by weight,cement to sand aggre- t te� t gate. Perlite or vermiculite gypsum plaster on metal lath secured 13-1.3 to joists with 1'/2"by,No.11 gage by head barbed — — — — — — — 5/8 shank roofing nails spaced 5"on center. '/2"Type X gypsunh wallboard nailed to joists with 5d 13-1.4 cooler°or wallboard°nails at 6"on center.End joints of wallboard centered on joists., VIA Tenant Improvements for Lincare, Inc. S���T 7 18824 Smokey Point Blved#107 B 2/1/2018 Ace Mobile Home Service Search L&I � >�kety&Nr.:a., t�V:,rkpl�n;� i�iq'nis irades& Lier;nsmg Washington State Department of " Labor & Industries Ace Mobile Home Service Owner or tradesperson 9006 123RD AVE NE LAKE STEVENS,WA 98258 Principals 360-631-1668 Shirley,Charles Earl,OWNER SNOHOMISH County Doing business as Ace Mobile Home Service WA UBI No. Business type 602 999 322 Individual License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ACEMOMH905D9 Effective—expiration 03/29/2010—06/20/2018 Bond American Contractors Indem CO $12,000.00 Bond account no. 100368523 Received by L&I Effective date 11/13/2017 11/18/2017 Expiration date Until Canceled Bond history Insurance Scottsdale Ins Co $1,000,000.00 Policy no. CPS-2721480 Received by L&I Effective date 06/08/2017 06/11/2017 Expiration date 06/11/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 14-2-03398-1 Dismissed Complaint filed by Complaint against bond(s)or savings UNITED RECYCLING&CONTAINER 9815562 hffps://secure.ini.wa.gov/verify/Detaii.aspx?UBI=602999322&LIC=ACEMOMH905D9&SAW= 1/2 2/1/2018 Ace Mobile Home Service Complaint date Complaint amount 0411 8/2 01 4 $3,373.20 L&I Tax debts No L&1 tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. This company has multiple workers'comp accounts. Active accounts L&I Account ID Account is current. 397,233-03 Doing business as ACE MOBILE HOME SERVICE Estimated workers reported Quarter 3 of Year 2017"0"Workers L&I account contact T2/KATHY ULRICH(360)902-4829-Email:WITE235@lni.wa.gov Track this contractor A 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. Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help tit; intraro, https://secure.ini.wa.gov/verify/Detail.aspx?UBI=602999322&LIC=ACEMOMH905D9&SAW= 2/2 Permit#: 1816 Permit Date: 01/30/18 Permit Type: COMMERCIAL ALTERATION Project Name: Lincare, Inc. Applicant Name: Dave Nelson Applicant Address: 6124 SR 530 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Dave Nelson Phone: 425-319-3100 Email: dave.dnre@gmail.com Scope of Work: Office and storage/1-1-3 occupancy Valuation: 30000.00 Square Feet: 5722 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 03/09/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 01100600000200 18824 SMOKEY POINT Smokey Point 637 Warehousing& BLVD Enterprises Storage Services Contractors Contractor Primary Contact Phone Address Contractor Type License License# Ace Mobile Home 9006 123rd CONSTRUCTION Labor and ACEMOMH905D9 Service Charles Shirley 360-631-1668 Avenue CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 07/11/2018 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 02/01/2018 COMMERCIALALTERATION See red-lined drawings.Sprinkler permit&plans required. BUILDING 02/01/2018 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION 02/01/2018 COMMERCIAL No comments.SB PW-SEW-REV ALTERATION 02/01/2018 COMMERCIAL No Comments for the TLGS PW-WAT-REV ALTERATION 04/05/2018 COMMERCIAL Approved ONLY with H-3&B Occupancy&Sprinklers BUILDING ALTERATION in office. Fees Fee Description Notes Amount Building Permit Table 4-1 $636.93 Building Plan Review Table 4-2 $414.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $1,080.43 Attached Letters Date Letter Description 03/09/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 01/30/2018 Dave Nelson 68329521 cc $1,080.43 Outstanding Balance $0.00 Notes Date Note Created By: 02/01/2018 The L&I contractor number provided does not exist.Sent an email to Dave to verify contractor Kristin Foster information. Uploaded Files Date File Name 04/06/2018 3227292-3-29-2018 Revised Plans-Building Permit#I816.msg 03/09/2018 3144478-1816 Issued Permit.pdf 02/23/2018 3101592-Verification of no bottle filling,pdf 02/01/2018 3002997-1816 Plans.pdf 02/01/2018 3002995-1816 Application.pdf 02/01/2018 3002996-1816 Structural Calcs.pdf Permit#: 1816 Permit Date: 01/30/18 Permit Type: COMMERCIAL ALTERATION Project Name: Lincare, Inc. Applicant Name: Dave Nelson Applicant Address: 6124 SR 530 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Dave Nelson Phone: 425-319-3100 Email: dave.dnre@gmail.com Scope of Work: Office and storage/1-1-3 occupancy Valuation: 30000.00 Square Feet: 5722 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 03/09/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 01100600000200 18824 SMOKEY POINT Smokey Point 637 Warehousing& BLVD Enterprises Storage Services Contractors Contractor Primary Contact Phone Address Contractor Type License License# Ace Mobile Home 9006 123rd CONSTRUCTION Labor and ACEMOMH905D9 Service Charles Shirley 360-631-1668 Avenue CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 07/11/2018 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 02/01/2018 COMMERCIALALTERATION See red-lined drawings.Sprinkler permit&plans required. BUILDING 02/01/2018 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION 02/01/2018 COMMERCIAL No comments.SB PW-SEW-REV ALTERATION 02/01/2018 COMMERCIAL No Comments for the TLGS PW-WAT-REV ALTERATION 04/05/2018 COMMERCIAL Approved ONLY with H-3&B Occupancy&Sprinklers BUILDING ALTERATION in office. Fees Fee Description Notes Amount Building Permit Table 4-1 $636.93 Building Plan Review Table 4-2 $414.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $1,080.43 Attached Letters Date Letter Description 03/09/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 01/30/2018 Dave Nelson 68329521 cc $1,080.43 Outstanding Balance $0.00 Notes Date Note Created By: 02/01/2018 The L&I contractor number provided does not exist.Sent an email to Dave to verify contractor Kristin Foster information. Uploaded Files Date File Name 04/06/2018 3227292-3-29-2018 Revised Plans-Building Permit#I816.msg 03/09/2018 3144478-1816 Issued Permit.pdf 02/23/2018 3101592-Verification of no bottle filling,pdf 02/01/2018 3002997-1816 Plans.pdf 02/01/2018 3002995-1816 Application.pdf 02/01/2018 3002996-1816 Structural Calcs.pdf Date: 03/20/2026 Permit#: 1816 Permit Date: 01/30/2018 Review Date: 02/01/2018 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 02/08/2018 Scheduled Time: 00:00 Completed Date: 02/01/2018 Description: No Comments for the TI.GS Review Status: Assigned To: PW-WAT REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 01100600000200 Smokey Point Enterprises Smokey Point Enterprises P.O. Box 3176 18824 SMOKEY POINT BLVD ARLINGTON, WA 98223 Zoning: 637 Warehousing & Storage ServicesLot: Block: Date: 03/20/2026 Permit#: 1816 Permit Date: 01/30/2018 Review Date: 02/01/2018 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 02/08/2018 Scheduled Time: 00:00 Completed Date: 03/06/2018 Description: See red-lined drawings. Sprinkler permit & plans required. Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 01100600000200 Smokey Point Enterprises Smokey Point Enterprises P.O. Box 3176 18824 SMOKEY POINT BLVD ARLINGTON, WA 98223 Zoning: 637 Warehousing & Storage ServicesLot: Block: Date: 03/20/2026 Permit#: 1816 Permit Date: 01/30/2018 Review Date: 04/05/2018 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: Scheduled Time: 00:00 Completed Date: 04/05/2018 Description: Approved ONLY with H-3 & B Occupancy & Sprinklers in office. Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 01100600000200 Smokey Point Enterprises Smokey Point Enterprises P.O. Box 3176 18824 SMOKEY POINT BLVD ARLINGTON, WA 98223 Zoning: 637 Warehousing & Storage ServicesLot: Block: Kristin Foster From: Carlson, Brandon (BCarlso2) <BCarlso2@lincare.com> Sent: Wednesday, February 21, 2018 4:01 PM To: Kristin Foster Cc: Lord, Linda (Ilord) Subject: [External] - FW: City of ARlington Lincare Location in Smoky Point Hello, We do not fill our Oxygen tanks at this location. This is done at our Transfill location in Fife, Washington. Let us know if any other questions. Thanks, Brandon Carlson Area Manager Western Washington CAOM Lincare Phone+360.456.0937, Fax+360.456..1735, BCarlso2(cNincare.com,www.lincare.com This message contains information that may be confidential or legally privileged and is intended only for the person to which it was sent. 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