Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7419 204th St Ne_BLD458_2026
CITY OF ARUAGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:7419 204th Street NE Permit#:458 Parcel#:31051100303200 Valuation: 100000.00 OWNER APPLICANT CONTRACTOR Name:TREMMEL CURTIS&TAMMY Name:CTJ Investiments Name:West Coast Residential Properties Address:20308 3RD AVE NW Address:7419 204th Street NE Address:7419 204th Street NE City,State Zip: ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:425-827-9293 Phone:425-760-4240 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: 2 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL l 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. IBCI10/IRCI 10. SALES TA OT1C; Sales tax re1a- o construction and construction materials in the City of�,Aghngton must be reported on your sales tax retur i lurm and ded i Arli gton#3101. Azlek ' h tgI re Print Name Date Released CONDITIONS See redlined plans for additional requirements. Adhere to approved plans. THIS PERMIT AUTHORIZE 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 9/2/2014 Building Permit Fee $1,330 56 9/2/2014 Building Plan Review Fee $864,86 9/2/2014 State Building Code Surcharge Fee $4.50 Total Due: $2,199.92 Total Payment: $0.00 Balance Due: $2,199.92 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 s r. � �, 1 i ili r ASS Permit Information Date 8/27/2014 Permit Number 458 Project Name Addition of Office Space Applicant Name CTJ Investiments Applicant Address 7419 204th Street NE City, State,Zip Arlington,WA 98223 Contact Mike Perry Phone 425-827-9293 Email mperry@dimensionsarch.com Permit Type Commercial Alteration Site Address 7419 204th Street NE Valuation 100000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use Assigned To Launa Peterson Property Information Owner Information Parcel*31051100303200 TREMMEL CURTIS&TAMMY TREMMEL CURTIS&TAMMY 20308 3RD AVE NW 7419 204TH ST NE ARLINGTON,WA 98223 Contractors (— Contractor Name Primary Contact Phone Email Contractor Type License License# West Coast Residential Properties 25-760-4240 1 ICONTRACTOR PLabor&Industries STCCR867K2 Review Date Type Description Tar et Date Completed Date _ Assigned To _ Status �1/27/2014 ommercial T.I. /10/2014 Chris Young In Review 8/27/2014 ommercial T.I. 110/2014 PW Admin Rev In Review i8/27/2014 ommercial T.I. /10/2014 hW-Wat-Rev, On Review 8/27/2014 — ommercial T.I. /10/2014 "Tom Coo er In Review Notes Date _ Note 8/27/2014 Hard copy of plans are available with Chris. Uploaded Files .� _ upload Fne Date File 8/2MO14 25O94832-0 _ __ _ Delete - 8127/2014 419 Commerotal Rem res odel Permit Aantication oonse.odf _ Delete 8/27/2014 7 9 f3uilding Envelope Forms. df Delete 81272014 -51.df _ __ Delete 8J2712014_ -50. df _ _ _ Delete 8/27/2014 42. df Delete 8/27/2014- 41. df Delete 8/27/2014 -24. df _ Delete 812712_014 -23. df Delete 8127/2014 -22. df _ Delete 8/272014 -21. df _ _ _ Delete 8/272014 -20. df Delete 82712014 -10 df Delete 827/2014 -00. df Delete - COMMERCIAL RF"MODEL 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 THREE (3) SETS OF CONSTRUCTION PLANS, TWO (2) SETS OF STRUCTURAL CALCULATIONS, ONE (1) SET OF NREC ENERGY CODE APPLICATIONS AND ONE (1) OCCUPANTS STATEMENT OF INTENDED USE. Type of Permit: O Change of Use/Remodel O Commercial Addition * Tenant Improvement Project Address: 17419 204th St. NE, Arlington WA Project Valuation: 1100,000.00 Project Description: Add office space for two tenants Owner: JCTJ Investments Address: 17419 204th St. NE City: JArlington State: WA ZIP: 198223 Contact Person: IMike Perry Phone: 425-827-9293 Cell Phone: 425-351-6873 E-mail: mperry@dimensionsarch.com Address: 2820 Northup Way Suite 140 City: lBeiievue State: ZIP: 198004 ' " %ved Contractor Information W 3 16 J1 \NN Contractor Same as 0 Yes • " 0 No Applicant: Contractor: West Coast Residential Phone: 425-760-4240 Properties Address: �7419 204th St. NE T'~ t City: rlington State: FNA I ZIP: *23 License Number: JWest CCR 8671<2 Expiration: 5/23/16 Project Name/Tenant: Puget Sound Door/West Coast Residential Site Address: 7419 204th St. NE Bldg/Suite/Unit 4, 6 IBC Construction VB IBC Occupancy Type: FB, F1 Type: Description of Use: 12 TI's - Cabinet shop and residential developer office Building Square �38,442 Number of Stories: 2 Footage: Square Footage Per 11 st floor=21,165; 2nd floor=17,277 Floor: Will there be any installation, modification or removal of the following? (Check all that apply) ® Automatic fire extinguishing systems ❑ Compressed gas systems U Fire alarm and detection systems Ll Fire pumps Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials High piled/rack storage ❑ Industrial ovens/furnace LJ 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: Sprinkler system will be modified to sprinkler new rooms in office spaces. w .�. , Installation, changes, modifications or removal of any of the above may require additional submittals,information, or permits during the plan review or construction process. Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC, the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS: 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 permitcenter(&—arlingtonwa.gov. �, I I have read and agree to comply with the terms and conditions of this agreement. Please Attach Plans and Supporting Documents (PDF Only) 1411-A-00.pdf; 1411-A-10.pdf; 1411-A-20.pdf; 1411-A-21.pdf; 1411-A-22.pdf; 1411-A-23.pdf; 1411-A-24.pdf; 1411-A-41.pdf; 1411-A-42.pdf; 1411-A-50.pdf; 1411-A-51.pdf; img-825094832-0001.pdf; Building Envelope Forms.pdf STAFF USE ONLY: Permit Number: Accepted Receipt # By: Date Received: Amount Received: 1 By submission of this form, 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. M PC I Seattle Portland Spokane San Diego M Austin Irvine Eugene San Francisco Structural Calculations Anchorage Arlington Warehouse Retaining Wall Arlington, Washington DCI Job Number 1 401 1 -0376 August 24, 2014 �A let Prepared for: Dimensions Architecture & Planning 2820 Northup Way #140 Bellevue, WA 98004 Received AUG 26 2014 4sz 818 Stewart Street, Suite 1 )00 Seattle, Washington, 98101 Phone(206)332-1900 S e r v i c e I n n o v a t i o n V a I u e 4 _ , , . , � DC I eject No. Sheet No. Fnc. ineeRs / r, 37(, Project Date Subject ByC OUTM V �.0,, F fAU 0-5�� �� �= ��,� d =s) -yak � L ULTR BLOCK, INC. l� J UltraWall UltraWall v3.3 Build 14226 Project: Arlington Warehouse Location: Arlington, WA Designer: GJG Date: 8/21/2014 131` Section: Section 1 Design Method: NCMA_09_3rd_Ed _ Design Unit: Ultrablock SOIL PARAMETERS (p coh y Retained Soil: 30 deg 0 psf 120 pcf Foundation Soil: 30 deg 0 psf 120 pcf Leveling Pad: Crushed Stone Crushed Stone Interface is true, (p = 1deg GEOMETRY Design Height: 7.00 ft Live Load: 250 psf Wall Batter/Tilt: 0.00/0.00 deg Live Load Offset: 0.00 ft Embedment: 1.50 ft Live Load Width: 100 ft Leveling Pad Depth 0.50 ft Dead Load: 0 psf Slope Angle: 0.0 deg Dead Load Offset: 0.0 ft Slope Length: 0.0 ft Dead Load Width: 100 ft Slope Toe Offset: 0.0 ft Leveling Pad Width: 5.92 ft FACTORS OF SAFETY Sliding: 1.50 Overturning 1.50 Bearing: 2.00 RESULTS FoS Sliding: 2.45 (Ivlpd) FoS Overturning: 1.67 Bearing: 1390.73 FoS Bearing: 7.18 Name EIev.(dpth] ka Pa Paq Paqd (PaC) PaT FSsl(base of leveling pad) FoS OT %o6/H 1 X 4.9212.08] 1 0.315 82 t338 83 0 0 265 71.53 4.77 100% 1X _ 2.46[4.54] 0.297 368 0 0 706 26.84 1.67 54% 0.00[7.00] 0.492 14461 0 0 2308 2.45(2.46) 3.41 70% Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 1 14 all M Zones 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised oct2o13 Project Info Project Address czJ Investments Date 8/22/2014 Compliance forms 7419 204th St For Building Department Use do not require a Arlington, WA password to use. Applicant Name: Instructional and calculating cells are applicant Address: write-protected. Applicant Phone: Project Description ❑ New Building ❑ Addition ❑ Alteration Change of Occupancy/Conditioning Compliance Path Prescriptive 0 Component Performance 0 Total Building Performance Selection required to enable forms. Occupancy Group * Commercial 0 Group R-R2&R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade %Vertical If complying via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration enter values for vertical fenestration, _ X QQ skylights,gross walls and roof on this ENV-SUM worksheet. lfcomplying via Gross Exterior the Component Performance path,enter these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals %Skylight These values auto-rill from ENV-UA and are write-protected on ENV-SUM. 0 .0 _ 0 . 0 X 100 = Vertical Fenestration Area Fenestration Area Compliance Skylight Area Vertical Fenestration 0 50%or more of the floor area is within a daylight zone per C402.3.1.1 Alternates 0 High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method ❑ Skylight area 3%or greater,VT-0.40 or greater Single Story Spaces ❑ Skylight effective aperture 1%or greater, provide calculation Requiring Skylights ❑ Space eligible for exception Requires a minimum of 50%of floor area to be within a skylight daylight zone for specific space types. Refer to C402.3.2 for requirements. ❑ Project has semi-heated spaces as defined per C402.1.4 ❑ Applying wall exception to semi-heated spaces 1. Semi-heated spaces may comply under Prescriptive or Component Performance compliance Semi-Heated Spaces path. 2.Semi-heated spaces shall be documented separately from other conditioned spaces—provide separate compliance forms for each conditioned space type. 3.Envelope elements separating semi-heated from other conditioned spaces shall comply with exterior thermal envelope requirements. ❑ Walk-in Cooler ❑ Walk-in Freezer Refrigerated Spaces ElRefrigerated Warehouse Cooler ElRefrigerated Warehouse Freezer � Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for 1 these areas may be combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer U to C402.5 and C402.6 for requirements. o > N Project includes more than one occupancy type and/or level of space conditioning.Multiple GtD Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: Space Conditioning ❑ Commercial ❑ R2&R3 over 3 stories and all R1 ❑ Refrigerated Space ❑ Fully Conditioned ❑ Semi-Heated ❑ Low Energy` Q ❑ R2&R3-3 stories or less `Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C101.5.2 for exemption. f ( ' ■ m03■ ■ . ■ ■ 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2017 Project Address cr,r XnveskmAne9 Date 08/22/2014 Occupancy Group (0) Commercial O Group R For Building Department Use Fenestration Area as%gross above-grade wall area Max.Target: 30.0% Skylight Area as%gross roof area Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.2 or U-factors/F-factors per Tables C-402.1.2 and C-402.3.A single project may comply via R-values for some envelope assemblies and U-factors/F-factors for others. Note compliance method taken for each assembly in spaces provided. Building Component U-Factor/F-Factor for Alternative R-Value for Prescriptive Compliance Prescriptive Compliance Alternate CI U-Factor Source Continuous R-Value (Appendix A,Chapter 3 Cavity Ins. Ins.(CI) (Table C402.2 Assembly table,or approved Provide page/plan#of assembly detail and ID. R-Value -R-Value Footnote F)' U-Factor calculation method) ID a ID ID oin ID: 2 iD: iD. R49 t ID� 0 ID: E ID: ILL iD m ID v ID m_ iD; m 2 ID- ID R21 o ID ca ID O ID: � ID N ID Ta o 3: ID m iD C7 ID, ID, m iD: o ID: ILL ID R30 E ID ro ci ID Perim.Ins. Full Slab Cl' R-Value R-Value F-Factor F-Factor Source ID ro ID c ID: I ID I ,A ID. = ID Note 1-Calculations are required.Ratio of cross-sectional area of metal penetration through otherwise continuous insulation shall be 0.04-0.08%. Note 2-Thermal spacer blocking and liner system are required for prescriptive R-Value compliance. Note 3-Intermediate framing is required for prescriptive R-Value compliance in wood-framed wall assemblies. Note 4-Proposed non-residential building CMU walls meeting Table C402.1.2 Footnote D requirements can enter the target U-value of 0.104. Note 5-Refer to Table C402.2, Footnote E for prescriptive R-Value requirement for steel floor joist assemblies. Note 6-Prescriptive slab-on-grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. ' .�''. . • , i 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 Rewsed Ocl2013 Project Address cTJ Investments Date 08/22/2014 Fenestration Area as%gross above-grade wall area Max.Target: 30.0% For Building Department Use Skylight Area as%gross roof area Max,Target: 5.096 Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustment worksheet for this calculation. 2:Provide U-factor for the fenestration assembly, which is the combination of frame and glazing U-Factor/F-Factor for Alternative Building Component R-Value for Prescriptive Compliance Prescriptive Compliance Alternate Cl U-Factor Source Continuous R-Value (Appendix A,Chapter 3 Cavity Ins. Ins.(Cl) (Table C402.2 Assembly table,or approved Provide page/plan#of assembly detail and ID. R-Value R-Value Footnote F) U-Factor calculation method) ID. 0.370 o ID: CO ID o_ ID � 0 - 0 ID: ID Solar Heat Gain Coefficient(SHGC) U-Factor for Prescriptive Compliance SHGC Projection Lapplicable) stment U-Factor Source factor(PF) iplier(if Assembly Assembly (NFRC,Appendix A,or (if applicable) SHGC U-Factor Chapter 3 table) ID: 0.40 0.30 ID IDS 0 z ID: ID' 0.40 0.38 o 4 ID 2 1a I D Vl N 2 ID u- ID' 0.40 0.40 a 0 I D' ID: :2 ID: La) ID' 0.40 0.60 T ID v� ID_ ID: 0 N ID 0 a ID >+ T ~ ID Q ID Note 1-SHGC Adjustment Multiplier based on calculated Projection Factor. Refer to Equation C4-2 Projection Factor Calculation and Table C402.3.3.1 for corresponding SHGC Multiplier. Refrigerated Spaces,Walk-in &Warehouse Coolers Notes R-Values for Prescriptive Compliance Prescriptive U-Factor not allowed. Walls Ceiling Doors Freezers Walls Ceiling Doors Floor Building PermitPlans • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Project Address CTJ Investments Date 8/22/2014 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. Applicability Cade Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes SCOPE C101,5.2 Low energy spaces Low energy spaces identified on plans C101.52.1 Semi-heated spaces Semi-heated spaces identified on plans C402.1.4 C402.5 Cooler and freezer 'Walk-in and refrigerated warehouse cooler and freezer spaces identified on C402.6 spaces plans C101.4.6 IMixed occupancy I spaces with different occupancy requirements identified on plans C101.4.4 Change of Existing F.S and U-occupancy building spaces undergoing a change of C101.4.5 occupancy/space occupancy or space conditioning that require compliance are identified on conditioning plans ENVELOPE PROVISIONS C303.1 Insulation Indicate identification mark shall be applied to all insulation materials Identification See Plans C303.1,3 Fenestration product Fenestration products shall be labeled with rated U-factor,SHGC,VT,and C402A.3 gating leakage ratio Indicate installation methods,thicknesses,densities and clearances to achieve C303.1.1 General insulation the intended R-value of all insulation materials; C402,2 installation 'Where two or more layers of rigid insulation will be used,indicate that edge Joints between layers are staggered see Plans Indicate R-value(s)of cavity/continuous insulation on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted ceilings C402.2.1 Roof assembly per Al02.2(std,adv); Insulation Provide area-weighted calculations for sloped insulation installed entirely above deck; Indicate R-values for thermal spacers and each insulation layer,and liner system(LS)method for metal building roofs see Plans C402.2.1 Skylight curb Indicate curb insulation R-value on roof section if not included in skylight NFRC Insulation rating Indicate R-value(s)of cavity/continuous Insulation on wall sections; Indicate framing materials on wall sections; C402.2.3 Indicate method of framing for wood const per A103.2(std,int,adv); C402.2.4 Above grade Indicate mass of masonry walls; C303.2.1 wall insulation ulation Indicate loose-fill core insulation material,percentage of cores filled,and frequency of grouted cores and bond beams for masonry walls; Indicate method of protection of exposed exterior basemenUcrawlspace wall insulation See Plans Walk-in/refrigerated Indicate insulation R-values of ceilings,walls,doors,floors on sections; C402.5 warehouse cooler Indicate method of minimizing door infiltration; C402.6 and freezer insulation Indicate type(s)of transparent doors and windows C402.2.7 Opaque doors Indicate rated U-factor(swinging)or R-vafue(roll-up/sliding)on wall sections- applies to doors with less than 50%glazed area see Plans Floor over outdoor or Indicate R-value(s)of cavity/continuous insulation on floor sections; C402.2.5 unconditioned space Indicate framing material on floor sections; insulation Indicate mass of masonry floors see Plans Indicate R-value of continuous insulation on wall section or foundation detail; C402.2.6 Slab-on-grade floor Indicate insulation extends down vertically and/or horizontally the required C303.2.1 insulation distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation Indicate R-value of continuous insulation on wall section or foundation detail; C402-2.6 Radiantly heated slab on-grade Floor Indicate insulation extends down vertically from top of slab and then horizontally C303.2.1 Insulation under the entire slab; Indicate method of protection of exposed exterior slab edge insulation C402 2.6 Radiant heating Indicate insulation R-value behind radiant panels,U-bend/headers and bottom system insulation surface of radiantly heated floors(other than radiantly heated slab-on-grade) I „Building Permit PlansUMicklist, • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Project Address CxJ Investments Date 8/22/2014 Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes C402.3.1 Vertical fenestration Provide calculation for total vertical fenestration area as percentage of gross maximum area above grade wall area C402.3.1.2 Skylight maximum Provide calculation for total skylight area as percentage of gross roof area area Indicate U-factors,SHGC and VT values in fenestration schedules; C402.3.3 U-factors,SHGC and An area-weighted U-value may be used for all fenestration elements that qualify C402.3.1.3 VT for all fenestration within the same fenestration category per Table C402.3; C303.1.3 assemblies Indicate if values are NFRC or default.If default then specify frame type, glazing layers,gap width,low-e coatings,gas-fill. Increased max. Provide calculations showing that percentage of overall conditioned floor area C402.3.1.1 vertical fenestration In the daylight zone is equal to or greater than 50%; r a Chap.2 area with daylighting Indicate method of daylighting control in lighting equipment schedules; Definition controls Indicate VT of vertical Fenestration is at least 1.1 times the rated SHGC Increased max. Indicate high performance U-factors and SHGC values in fenestration C402.3.1.2 vertical fenestration schedules; area with high- An area-weighted U-value may be used for all fenestration elements that qualify performance glazing within the same fenestration category per this section C402.3,3 Permanent shading Provide projection factor calculations(Equation C4-2)and associated SHGC C402.3.3.1 devices multipliers for north and non-north orientations Provide calculations for percentage of conditioned floor area located within a skylight daylight zone; Provide calculations for percentage of skylight area to daylight zone under C402-3.2 Single story spaces skylights,OR; requiring skylights Provide calculations for percentage of overall skylight effective aperture (Equation C4-1); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE Air barrier Indicate location of continuous air barrier on plans and sections; ' C402.4. construction and Provide details for all joints,transitions in materials,penetrations in air barrier C402,4.2 sealing and note method of sealing(caulked,gasketed,or other approved method) see plans Indicate locations of all stairway and shaft vents; Stairway and shaft Provide leakage rating of motorized dampers in mechanical equipment na C402.4.5.1 vents schedules; Indicate method of emergency operation-activation of fire alarm or interruption of power Outdoor air intakes, Indicate locations of all outside air intakes,exhausts and relief outlets,including C402.4.5.2 exhausts and relief those integral to mechanical equipment; openings iProvide in mechanical equipment schedules leakage rating of dampers,identify whether motorized or gravity,and note any exceptions taken C402.4.6 Recessed lighting in Indicate IC rating of fixtures in lighting equipment schedules; building envelope Indicate method of sealing between light fixture housing and wall or ceiling sea plans C:402.4.6 Loading dock seals Indicate weather seal at cargo and loading dock doors Indicate locations and dimensions of vestibules; C402.4.7 Vestibules For unconditioned vestibules,indicate which envelope assembly(interior or exterior)complies with the requirements for a conditioned space Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; C402.4- Air barrier building Include the following requirements in project documents:(1)air barrier test .1.2.3 test report shall be submitted to jurisdiction once test is completed;(2)if test results exceed 0.4 cfm/ft2 at 0.3 in.wg then visually inspect air barrier and seal noted sources of leakage;(3)submit a follow-up report to jurisdiction noting corrective measures taken If"no” is selected for any question,provide explanation: End of Building Permit Plans Checklist I l � ,i CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:7419 204th Street NE Permit#:458 Parcel#:3 1051100303200 Valuation: 100000 00 OWNER APPLICANT CONTRACTOR Name:TREMMEL CURTIS&TAMMY Name:CTJ Investiments Name: West Coast Residential Properties Address:20308 3RD AVE NW Address:7419 204th Street NE Address:7419 204th Street NE City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:425-827-9293 Phone:425-760-4240 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: 2 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL l 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. IBCI 10/IRC 110. SALES TA OTIC Sales tax rehu o construction and construction materials in the City o. linglon must be reported on your sales tax retur 1 161-111 and oiled i Arli gton 1 3101 gna ire Print Name Date Released I)a CONDITIONS See redlined plans for additional requirements. Adhere to approved plans. THIS PERMIT AUTHORfZS 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 9/2/2014 Building Permit Fee $1,330.56 9/2/2014 Building Plan Review Fee $864,86 9/2/2014 State Building Code Surcharge Fee $4.50 Total Due: $2,199.92 Total Payment: $0.00 Balance Due: $2,199.92 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 I °m m CTJ INVESTMENTS z 0 3� SUITES 4 & 6 m� 7419 204TH ST. NE U, o v � x �LL TENANT IMPROVEMENT d Arlington , WA 98223lzl3zwz PROJECT INFORMATION ABBREVIATIONS GENERAL- NOTES PROJECT TEAM SHEET INDEX 8 AND DBL. DOUBLE FT. FOOT OR FEET MISC. MISCELLANEOUS SVC. SERVICE • ALL WORK SHALL COMPLY WITH THE 2012 IBC. w Owner: GTJ Investments ARCHITECTURAL _ AN6LE DEPT. DEPARTMENT FT6. FOOTING MTD. MOUNTED SYM. SYMMETRICAL DO NOT SCALE DRAWIN65. 741G 204th St. NE AOO- COVER SHEET,VINIGITY MAP, S GENERAL O DIAMETER OR ROUND DET. DETAIL FURR. FURRING MTL. METAL 5/W 51DENALK CONSULT WITH ARCHITECT REGARDING . ANY SUSPECTED ERRORS OMISSIONS Arlington,WA G8223-8204 NOTES PERPENDIGULAR DIA. DIAMTER OR GHAN&E5 ON PLANS BEFORE PROGEEDING WITH WORK Phone: (425) 760-4240 # POUND OR NUMBER DIM. DIMENSION 6.A. GAUGE N. NORTH T. THREAD COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,REGULATIONS,LAWS, Gontact: Josh Tremmel AI.O - SITE PLAN A.B. ANCHOR BOLT DN. DOWN 6ALV. 6ALVINIZED N.I.G NOT IN CONTACT T.G. TOP OF CURB STANDARDS,CUSTOMS AND CRITERION. A20- LOWER LEVEL BUILDING PLAN AGOUST. ACOUSTICAL DR. DOOR 6.G. GENERAL NO. NUMBER TEL. TELEPHONE • UNLESS OTHERWISE NOTED,PLAN DIMENSIONS ARE TO NOMINAL SURFAGE OF Architect: Dimensions, Inc. MASONRY,FACE OF CONCRETE WALLS,FACE OF STUDS a INTERIOR AND 2820 Northu Wa #140 A2.1 - UPPER LEVEL BUILDING PLAN A.F.F. ABOVE FINISHED D.5. DOWN SPOUT CONTRACTOR N.T.5. NOT TO SCALE T.d 6. TONGUE AND EXTERIOR WALLS p y l • VERIFY DIMENSIONS BEFORE PROGEEOING WITH WORK.(NOTIFY ARCHITECT OF Bellevue,WA G8004 A2.2 - SUITE 4 FLOOR PLAN S REFLECTED GEILIN6 PLAN +� u� (N $' FLOOR DWG. DRAWING 6L. GLASS GROOVE N € ANY DISCREPANCIES.) A2.3 - SUITE 6 FLOOR PLAN & REFLECTED CEILING PLAN � + AGGR. AGGREGATE 6ND. GROUND O.G. ON CENTER THK. THICK VERIFY ALL RouGH-w DIMEN51oN5. Phone: (425) 827-9293 �) ALUM. ALUMINUM E. EAST 6R. GRADE 0/ OVER T.O.P. TOP OF PLATE Contact: Mike Perry A2.4 - SCHEDULES 6 • VERIFY ALL 51ZE AND LOCATION OF AND PROVIDE ALL OPENINGS THROUGH ANOD. ANODIZED E.A. EACH GP. GROUP OPP. OPPOSITE T.P. TOP OF FLOOR AND WALLS,FURRIN65,GURBs,ANCHORS,INSERTS,AND ROUGH Structural: DGI Engineers A4.1 - WALL SECTIONS S a BUGK5/BAGKING FOR SURFAGE-MOUNTED ITEMS. �' < g^ APPROX. APPROXIMATE ELFS EXTERIOR G.W.B. GYPSUM WALL PAVEMENT 818 Stewart St. #I000 A4.2 - WALL SECTIONS Sl > 3a• VERIFY GRADES SHOWN ON DRAWINGS. ARCH. ARCHITECTURAL INSULATION FINISH SYSTEM BOARD PL. PLATE T.W. TOP OF WALL Seattle,WA 98101 A5.0 - INTERIOR ELEVATIONS � � � ssg ASPH. ASPHALT E.J. EXPAN51ON JOINT GYP. GYPSUM PLYWD. PLYWOOD TYR TYPICAL • VERIFY ALL LOCATION OF ALL UTILITIES BEFORE PROCEEDING WITH WORK. Phone: (206) 332-1900 A5.1 - DETAILS � L (V EL ELEVATION P.P. POWER POLE • VERIFY WITH OWNER ALL LANDSCAPING TO REMAIN,TO BE REMOVED OR TO Gontact: Ere 6i1da E BD G.. BOARD ELEC. ELECTRICAL HDWR. HARDWARE RLAM. PLASTIC LAMINATE U.B. UNIFORM BE RELOCATED. g • REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE Energy Abossein Engineers BLD6. BUILDING ELEV. ELEVATOR HDCP. HANDICAP BUILDING GOMPLETELY PROVIDED As IF DRAWN IN FULL. gy g - BLK. BLOCK ENCL. ENGL05URE HDWD. HARDWOOD R. RADIUS OR RISER CODE ALL INTERIOR FRAMED PARTITIONS ARE TO BE METAL STUDS BY 5GAFCO STEEL Compliance: 2100 112th Ave NE #20I 6 L ELK IS. BLOCKING E.P. ELECTRICAL PANEL H.B. HOSE BIBB RD. ROOF DRAIN UNF. UNFINISHED sTuD MIN.Go. Bellevue,WA 118004 Q • DOORS NOT DIMENSIONALLY LOCATED SHALL BE 5"FROM STUD FACE TO EDGE `dig BM. BEAM EQ. EQUAL H.G. HOLLOW GORE REG. RECOMMENDED U.O.N UNLE55 OF DOOR OPENINGS OR CENTERED BETWEEN WALL5 AS SHOWN. Phone: (425) 462-944I H ep • PROVIDE SOLID BLKG.OVER PARTITION WALLS AND BEAMS. Contact: Gar WomackB3 BOT. BOTTOM EQUIP, EQUIPMENT H.M. HOLLOW METAL REF. REFERENGE OTHERWISE NOTED EXTEND ALL FOUNDATION FOOTING5 DOWN To FIRM AND UNDISTURBED SOIL. y _ B.U.R. BUILT UP ROOF EX5T. EXISTING HORIZ. HORIZONTAL REINF. REINFORCED PROVIDE ALL FURRIN65 As REOURED TO CONCEAL MECHANICAL/ELECTRICAL EXPO. EXPOSED HR. HOUR REQ'D. REQUIRED VERT. VERTICAL HARDWARE IN FIwsHED AREAS. s C • "FLOOR LINE"REFERS TO TOP OF 5UB-FLOOR. TENANT I NI ORMATI ON ° GAB. CABINET EXT. EXTERIOR HT. HEIGHT RM. ROOM 3s$ • ALL ELECTRICAL WORK SHALL COMPLY WITH NATIONAL ELECTRICAL CODE G.B. CATCH BASIN W. WE5T 2014 AS AMENDED BY LOCAL MUNIGIPALITY. Suite 4: Office (B) 500 SF/100 = 8 OGG. • FABRICATE ALL GUTTERS,DOWN SPOUTS AND FLA5HING FROM 26 GAUGE GEM. CEMENT F.O.LG FURNISHED BY NST. INSTALL 5. SOUTH I U WITH GALVANIZED STEEL IN ACCORDANCE WITH ARCHITECTURAL SHEET METAL SHOP (FI) 11,200 SF/500 SF = 22 OGG. CH. CHANNEL OWNER INSTALLED BY INSUL. INSULATION S.G. SOLID GORE ND. WOOD MANUAL. G.J. CONTROL JOINT CONTRACTOR INT. INTERIOR 56HED. SCHEDULE WDW. WINDOW • COORDINATE ALL NON INDICATED OR SPECIFIED ITEMS WITH OWNER Total = 12,000 SF INCLUDING BUT NOT LIMITED TO FINISHES,COLORS,HARDWARE,FIXTURES, GL6. GEILIN6 F.D. FLOOR DRAIN ENT, SHEET W/0 WITHOUT 5WITGHE5,OUTLETS,PHONE JACKS AND GABLE OUTLETS. GLR. CLEAR F.E. FIRE EXTIN6UI5ER LAM, LAMINATED 5HT'6. SHEATHING WP. WATERPROOF • DOOR HEADERS TO BE®T-O"ABOVE SUBFLOOR,U.N.O. Suite 6: Office (B) 1,852 SF/100 = IC, OGG. STATE ENERGY CODE G.O. GLEAN OUT F.H. FIRE HYDRANT LB. POUND SIM. 51MILAR HR. WATER • REFER TO OWNERS 5PEGIFICATION5 FOR ADDITIONAL INFORMATION. •GOLM. COLUMN FIN. FINISH LOG. LOCATION SPEC. SPECIFICATIONS RESISTANT WINDOW HEADERS TO MATCH HEIGHT OF DOORS. PRESCRIPTIVE � O GONG, CONCRETE FLASH. FLA5HIN6 50. SQUARE W5GT. WAIN5GOT MAX GLAZED U-VALUE: 3g GONN. CONNECTION FLR. FLOOR MATL. MATERIAL STD. STANDARD WT. WEIGHT MAX DOOR U-VALUE: 20 W LL GONT5R. CONSTRUCTION FLUOR. FLUORESCENT MAX. MAXIMUM 5TL, STEEL MIN. GEILIN6 INSULATION: R-4C (ONT. CONTINUOUS FOUND. FOUNDATION MFR. MANUFAGTURER STOP. STORAGE MIN. WALL INSULATION: R-21 G.T. CERAMIC,TILE FRM6. FRAMING M.H. MAN HOLE 5TRUG. 5TRUGTURAL MIN. FLOOR INSULATION: R-50 GTR. CENTER MEGH, MECHANICAL EUSP. SUSPENDED SITE � BU I LD I N6 DATA v+ GT5K. COUNTER SUNK MIN. MINIMUM 5.& V. STAIN&VARNISH Project Location: 7419 204th St. NE SITE SERV I GES W SYMBOLS VICINITY MAP Arlington,WA G8072 WATER Jurisdiction: City of Arlington SEWER W !w BUILDING SECTION GRID MARKERS k\o 5GALE=NTs Occupancy-Tenant 5-1,B,F-I TELEPHONES Y/ i SECTION IDENTIFICATION FINISH GRADE ELEVATION Jensen St. Zoning: GENERAL COMMERCIAL ELECTRICAL B O W. ni.z �LOGATED ON SHEET_ q LETTERS IN ONE DIRECTION Gonstrvction: V -SPRINKLERED GABLE ��♦ TOP OF CURB Applicable Godes: -2012 International Building Gode LEGAL DESGRI PTI ON V NUMBERS IN THE OTHER -2012 International Fire Gode , WALL SECTION ae 09 -2012 International Plumbing Gode SEC II TWP 31 R6E 05RT-40) E 1/2 FDT THAT PTN OF 5E z �5EGTION IDENTIFICATION e TOP OF PAVEMENT y ti -2012 International Mechanical Gode /4 DAF E3E6 1302.25 FT N OF SE GOR SW I/4 TH W 7G2 -LOCATED ON SHEET_ O DOOR SYMBOL e h -2012 WA.State Energy Gode FT TH S 550 FT TH E 792 FT TH N 550 FT POB TOM TH OC DOOR NUMB o ER _ rn o PTN SW 1/4 5E 1/4 LY WLY 5/HWY IA (SR-G) EXG 5 -MO FT Date: 8/22/14 CENTER LINE M o o Site Area: 230,868 50. FT.DETAIL THOF 8 EXG ELY 10 FT EXT N FROM 5 LN OF SW I/4 SE Job#:2014-11 3 ° B -DETAIL IDENTIFICATION ROOM SYMBOL = T 5.30 ACRES 1/4 TAP ON N LN SD SW I/4 SE 1/4 ED PT BEING WHERE A1.2 �LOGATED ON SHEET_ IOC ROOM NUMBER PROPERTY LINE 2 o Building Size: UNDERPASS UNDER S/HWY IA EXISTS. SGole:As Shown 3 3 CENTER LINE OF STREAM Lower Level: 21,165 SF CheckDrovin:RWJ MCP INTERIOR ELEVATION 204th St. NE Upper Level: 17,277 SF Revisions; ns; z ELEVATION IDENTIFICATION WINDOW SYMBOL / Revisions: WINDOW IDENTIFICATION 1e-/ NEW CONTOUR � � Total: 38,442 SF E � Z w LOCATED ON SHEET_ i' EXISTING CONTOUR < n 0 L a Total FI: 11,200 5F ROOM SYMBOL ---' Z Total s-I: 23,076 SF PARGEL NUMBER OFFICE-- ROOM NAME NORTH ARROW Z Total B: 3,552 SF N REVISION CLOUD m s 31051100303200 101 ROOM NUMBER GEILIN6 HEIGHT IDENTIFYING NUMBER Total: 37,828 SF G'-2,� � ELEVATION MARKER 201 t St. N 00th St. HE DESCRIPTION OF WORK ��5QUARE FOOTAGE aso sa.FT. SITE WITHIN EXISTING 40,000 SF WAREHOUSE,BUILD AN 550 SF OFFICE SPACE ACCESSORY TO A 12,000 SF LOCATION O WAREHOUSE AREA TO BE DEMISED AND BUILD A 1,852 SF OFFICE,ALSO EXPAND LOADIN6 APRON ON NORTH _O o O TAX IDENTIEIGATION NUMBER SIDE OF BUILDILNG. 51051100303200 SITE INFORMATION m Froject Location: 74111 204th St. V/_ Z 3N Arlington,WA 98072 j Jurisdiction: Gity of Arlington z ; Zoning: General Commercial ° Construction: VB Sprinklered 0 m Site Area: 230,bbb 50. FT. Forcel # 31051100505200 z �LL PARCEL # IZ13 3 Lid m r � 51051100303200 0 N Z� O N O 1�v RAHCH TECT .-------------------------- _ Jensen Street ° o ——————————————————————— —————————————-I I N 11 I > Ee ------_—__—_S 88°20'10"E N9 05°26'30"E 18.2 NEW CONCRETE PAD �f ENGE p J ( EXISTING '2 GONGRETE PAD agII` �gf � EXIST.STAIRS is'l-o���NE BUILDING I TO BE REMOVED I CORNER i i i METAL WAREHOUSE OVER DAYLIGHT BASEMENT } z �I I LANDSCAPE _ AREA i 0' EXIST.GONG. I-STORY 1-1 APRON WAREHOUSE E2-5TORY i5'-o" ;WAREHOUSE R.O.W. a �I 12'-%"@ SE BUIL INC, CORNER I W W� I• I 6RAVEL I �—w co O Y/ { Date: 85/22/14 I I Job#:2014-11 Scale:As Shown z I I I Drawn:RWJ Gheck:MGP p= I I I Revisions: S_88_20'10—E-- 396 86' _ A O Site Plan I"=50'_0" IJ I m m EGOLO6Y BLOGK WALL 6 3 m rn 2 3 4 5 6 7 8 q z _ N r I1I v �LL M IIIIT W 3� aN _ S I n Z13 N Z m EXI5TIN6 a a GONGRETE 25'-9}" 25'-0" 25-0" 25'-O" 25-1" 25'-0" 25'-0" 25-9�" M•• BUTTRE55ES R—a'lTEcr O EXISTING WINDOW5 TYR _ SUITE 1 OFFIGE 2,500 5F OGG.LOAD=25 W N N $; o Mo woRK EXISTING �7 N 6 3°MANDOOR N 6 1s (GLOBAL SOURGES POLYTARP) E N s a > ras 5s (NESTGOAST PLUMBING) 6 _� SUITE 3 N Q og WAREHOU5E-b,000 5F Q OGG.LOAD=16 444 MO WORK) SUITE I ;+ WAREHOU5E-b,91b 5F 3' OGG.LOAD=1b MO WORK) Y`$ ry O ry 3 W JN NO EXIT WAY 2.3 AGGE55 5TAIR GOMMON AREAS W 449 5F ExI5TwG OPEN OPEN SPRINKLER W — 3°MANDOOR RISER Q 1 1 ROOM UP F�11ST 16o - E.KISTIN6 I 3+ENING GO OR ST EX _X T EXISTING EXT. I I ell DOORS \ OFFICE \ / 400 sF � — Date: 8/22/14 OGG.LOAD=4 Job#:201411 Scale:As Shown SUITE 2 . EDeE OF Drawn:RWJ u� 900 5F FLOOR ABOVE m OGG.LOAD=2 ® ® Check:MCP Revisions: � EXIT EXISTING 12'OHD EXISTING Ib'OHD EXI5T.I6'OHD EXISTING 3°MANDOO1 12T-O" —2 eO Overall Lower Level Floor Plan � /b"= I,-a" N 42"GUARDRAIL-EXTEND TO WHERE GRADE 15 LE55 THAN 36' o FROM TOP OF 5LAB m EDGE OF NEW RETAINING WALL 2 3 4 A5.1 5 6 7 8 q z A5.1 O m _ N ik 0 LL 201'-7 Z a :M W �m aN z r n 25'-0" 25'-0" 25'-O" 25'-0" 25'-1" 25'-0" o� Z Q N 2 ro� / NEW / \ 3"MANDOOR = NEW 10'OHD EXISTING EXISTING 20'OH11 `�O2 3"MANDOOR N� a e � nacnirEcr EXIT I I.♦ RECEPTION BREAK I EXIT ROOM PU6ET SOUND DOOR m w SUITE 4 m WAREHOU5E-11,200 5F/500=22 OGG. = OFFIGE=800/100=a OCG. OFFICE I TOTAL 066.30 o MEN NO I NEw DEM151NG s WALL z © N (VACANT) dJ N to =s SUITE 5 E s ,g 4,060 5F-WAREHOUSE < is OGG.LOAD=b O =n3 \ > O S aB; 25-O" I , /,, ,♦\ � a Mfg a$ ,g§ / GOMMON PATH EXCEEDS 100'VJl EXIT \ s`$ TWO EXIT5®49 OGG. ;s$ DOOR SWING IN OR OUT OK PER 1008.1.2 ♦\ / ♦\ -r0' N AGGE55 STAIR/ --+� 2 3, NOT AN EXIT WAY) \ - -- 7 Lu IL LOBBY AN NED XIST. uj LE VA R I65 SF � STAIRS I b" 'b" ii o a ' o --- a OFFICE W O WE5T GOA5T RESIDENTIAL ® SUITE b I a52 5F v Date: OPEN TO 85/22/14 OGG.LOAD=19 Job#:20I4-11 BELOW OFFICE 2 Scale:As Shown VIARE 4OUSE BEL Drawn:RWJ Check:MCP Revisions: OFFICE 4 OFFICE 3 STORAGE _ / n 50'-0" J� —2 " Overall Upper Level Floor Plan / /a,= 1_a, N SYMBOL LEGEND m �(� m V/? 3� SWITCH '� z ul �n DUPLEX REGEPTAGLE O °m m� 4 HEATER 1 VI/n o "' x 2T-4'FLUORESGENT Z LL 0 M 3 rn FAWLIGHT GOHEINATION W a rn r I z n 0� Z� EXIT LIGHT w/ EXI EMERC,ENGY LIGHTING ° 0 BATTERY BACKUP "'v $ AREA LIGHTS _ NEW 2X4 OR 2X6 WALL Rnac'T 2 2 E E S 6 1g 0 25'-q}° 2'-2" Q s -2%g 3, } cV $ E EXISTING T 6 2'2° 4°4°WINDOWS 1 \ < d� �p EXISTING �l ya 3°MANDOOR 4-OI yz$ 3s� — —U � �� �< tMETION 2T-4' m ro Z jOFFICE4-04 J IL 402 IL I Z a v 0 O �J O LU V n .d O m m LL pu V � m W W ` 2T-4' v r LL OFFICE W O O Y, I s Date: 85/22/14 MEN 2 QEN Job#:2014-11 � 404 403 2T 4 Scale:As Shown N B x ____ _____- ' > Drawn:RWJ o --�- ----- ----- _-�-- � o Gheck:MGP / ui El i u Revisions: L_ _JILI 5°9°VINYL WDW :� 4-08 4-0 -2 °2 Suite 4 Offices - Reflected Ceiling Plan N Suite 4 Offices - Enlarged Floor Plan O 2 / I/4"= I'-O" PROJECT / 1/4"= 1'-0" PROJECT SYMBOL LEGEND m �(� m V/z 3� $ SWITCH z ul DUPLEX REGEPTAGLE ITm^ 11" II" SPRINKLER � HEATER e rvRISER ROOM 2T-4'FLUORESCENT U) ao LL w 1 1 GLOSE EXISTING OPENING W/5/8' SURFACE MOUNT LIGHT 3 TYPE'X'GWB EACH SIDE OF 2X "`fff��� W a N STUDS FILL W/INSULATION _ 02 °i FAN/LIGHT COMBINATION $ EXISTING �N z� 5 OPENING EXISTING `D n STAIR EXIT LIGHT W/EMERGENCY 0. 2T 8' 2T b EX�T LIGHTING BATTERY n BACKUP S AREA LIGHTS y HALLWAY o, T.S. T.5. T.S.COL. NEW 2X4 OR 2X6 WALL GOL COL. T.5.COL. RnacnirEcr 4 Exit Way- Reflected Ceiling Plan (t PROJECT Exit Way- Enlarged Floor Plan tlE PCT SUITE 5 A4.1 --------- --------- i ExIsnNG --- ------- --------- -- RESTROOM5 N SUITE 5 s SPRINKLER � > � Q �D �J u PIPE > O < 5sg ID DN IIT®II"=, -, < "fig W I2T® _ 602 ~ cpp h8'-b"CEILING LOBBY a$ V BOO EXIST. IIT II" 10-I" y% w STAIRS I T 6"_ -b' h tt� NEw 603 EXIT ------------- 2T-4' 6-03 Z Z a J ® ® 09 IL 2T-4' SUSPENDED LIGHT J FIXTURES 6Oq OFFIGE I = O m _NEw 604 O W X uj I6 G 6-04 W SUITE 6 0 1-- Fall Lu W LL Lu A4.2 r OFFICE 2 �5Iw �y EXISTING 8'-2T FLUORESCENT-TYP. VAULTED 2 605 K Y/ Qv GEILI G A4.2 °o °v Date: 85/22/14 X Job#:2014-11 Scale:As Shown DraWn:RWJ b-oe Check:MCP Revisions: b-Ob i OFFICE 4 6_oT OFFICE 3 0 608 STORAGE 606 60l XX W EXIST.4°4°WDW EXIST.4°4°WDW mq A 7 Suite 6 Offices - Reflected Ceiling Plan N Suite 6 Offices - Enlarged Floor Plan O / I/4"= I'-O" PROJECT 1 / I/4''- I'-O" PROJEGT HARDWARE SCHEDULE DOOR SCHEDULE - LOWER LEVEL DEMO NOTES GROUPI-ENTRANCE/EXIT GROUP 6-CLOSET FRAME I. CONTRACTOR TO VERIFY EXISTING CONDITIONS TO DETERMINE EXTENT m QTY ITEM QTY ITEM z o m v OF ANY RELOCATION OR DEMOLITION OF ANY EXISTING STRUCTURE OR (Inn 6 d'� 0 0 < w UTILITIES. V/? 3 m 3 BUTTS B81 42" x 42" 3 BUTTS BB81 42" X 42° j h FRAME m ro m 3 'Q CONTRACTOR SHALL VERIFY ANY EXISTING PLUMBING,MECHANICAL OR 7 i LOGKSET- ENTRANCE PASSAGE SETT SIZE w TYPE �, TYPE x ¢ X. vFUi STRUGNRAL CONDITIONS WHICH MAY INTERFERE WITH THE CEILING OR u PERMANENT CYLINDER GORE 3 SILENCERS wALL PLACEMENT. O m I CLOSER 0 DOORS-EXIT WAY — I WALL BUMPER GROUP 7-BREAK ROOM o 1 SMOKE SEAL Ol EXISTING 3 SILENCERS QTY ITEM 02 3Qx7Q 1 A HM PNT1 I HM PNT 5E 1 GROUP 2-OFFICE 3 BUTTS Bal 47 x 4: 3 PULL PLATE DOOR SCHEDULE - UPPER LEVEL �'� QTY ITEM r I 3 BUTTS B81 42" x 42" DOOR CLOSER FRAME Z"m LOGKSET- OFFICE/ENTRANCE I KIGKPLATE C � — o PERMANENT CYLINDER GORE I WALL BUMPER F x 3 I WALL BUMPER SET SEAL ¢ y a I SOUND SEAL ¢ w FRAME �o 3 SILENCERS GROUP 8-ENTRY . SIZE m TYPE 4 TYPE s s y GROUP 3-RESTROOM QTY ITEM 0 DOORS-SUITE 4 QTY I ITEM 3 BUTTS EACH LEAF 4-0I EXI5TIN6 No GNANCEs LOGKSET-ACTIVE LEAF a-oz 3Qx l Q A HM PNT HM PNT 4 .20 Rnacn T-T 3 BUTTS B61 42" x 42" a-o3 EXI5TIN6 No GNAW E5 FLUSH BOLT-INACTIVE LEAF I PRIVACY SET I CLOSER-ACTIVE LEAF a-oa 3Qx-1Q A S.G.ND STN BIRGH HM PNT I � I KIGKPLATE I SMOKE SEAL 4-05 3Qx 12 A S.G.ND STN BIRCH HD 5TN 2 I WEATHER SEAL a-ob 3Qx l Q A S.G.AD STN BIRGH VdD STN l GROUP 4-WAREHOUSE 4-07 3Qx 12 A S.G.ND STN BIRCH HM PNT g5 ..2,01 QTY ITEM 4-08 3 Qx-1 a A S.G.AD STN BIRCH HM PNT 3 BUTTS 42" X 42 LOGKSETET " DOOR SCHEDULE - UPPER LEVEL I PERMANENT CYLINDER GORE FRAME I DOOR CLOSER I KIGKPLATE o ° WALL BUMPER z 3d SET SMOKE/INTUMESCENT SEAL `x FAME `5 °a o SIZE w TYPE `� TYPE < X GROUP 5-STORAGE 0 DOORS-SUITE 5 N N FI QTY ITEM 3 BUTTS BB81 42" x 42" 5-(H 3 Qx,Q A HM PNT INSULATED HM PNT 4 .20 E S 6 1g I LOGKSET 3 7 A HM PNT1 I HM PNT I OI PERMANENT Q CYLINDER GORE WALL BUMPER DOOR SCHEDULE - UPPER LEVEL _ og� FRAME z jl �, FRAMEy�SIZE a`�i TYPE wi �E 2 C7 0 DOORS-SUITE 6 S�a 6-01 PR 5axTa B HM PNT HM PNT b 3�$ 6-02 2 bx-1 a A WD STN WD STN b age 6-03 3 2 x l 2 A WD STN ND STN 3 gf 6-04 3 Qx 7 Q A WD STN WD STN 2 6-05 32x 7 2 A WD STN ND STN 2 6-06 3 Qx 7 Q A WD STN WD STN 2 6-07 32x 7 2 A WD STN ND STN 5 6-os 3 Qx l Q A WD STN WD STN //� 6-09 3Qx 7 Q A WD STN ND STN W DOOR ELEVATIONS J 0 W V N) Date: 8/22/I4 Job#:2014-11 Scale:As Shown DraWn:RWJ Check:MGP Revisions: A-2 o4 0 m m 6 4m V/? 3� m z n �N o "� m N N /n °av V) ao Z LL 0 M :3 aN N i n 0 N Z� O� N N D) N v EXISTING METAL ROOF 12 12 2F 2 TF EXISTING WALL/GEILIN6 N N LINE BEYOND 2 3 E l� 6 = EXISTING 2 FEXI5TIN6 S tg STEEL COLUMN TRU55 +� Q ., BEYOND 3'-p" Q) 0 -2 GEILIN6 O k 2x6 GEILIN6 J015T W/5/8"6WB V41 g R-50 INSULATION E_ P nnonn INC,®5TAIR5/LOBBY 2x6 2xb JOISTS® 8 b'O.G.W/5/8"TYPE'X'6WB g' _ NEW WALL TOP d BOTTOM c, TYP.1EILIN6 2x4 STUDS (1)LAYER OF 5/5" t 24"O.G.W/5/8" TYPE'X'6WB W/R-30 6WB ON INTERIOR yzi INSULATION W/R-21 INSULATION 8"'Z'61RT5 3°y NAL 'y 2xb STUDS W/ ;gp 5/8"TYPE'X'6WB W/R-2I INSULATION _ _ I BLOGQN6®FLOOR 2.6 STUD WALL W/ LEVEL 8 W/SLOPE OF 5/8"TYPE'X'6WB °(1:12`) STRINGER®STAIRS EAGH SIDE V R-21 INSULATION EXISTING FLOOR- EXISTIN6 FLOOR 2x6 T86 DEGKIN6 O EXISTING FLOOR 2x6 T86 DEGKIN6 N ON 2x6 NAILER ON 2x6 T86 ON 2x6 NAILERS ON 10"STEEL BEAMS 10"STEEL BEAMS 2x NAILERS ®32„'G. 32"O.G. STAIR ON 10"'W'BEAMS W/R-30 INSULATION UNDER OFFIGE AREA EXISTING CONCRETE SLAB W 4 10"WIDE FLANGE BEAMS®52"O.G. 10"WIDE I ADD NEW R-50 INSULATION FLANGE BEAMS ®32'O.G. UNDER OFFICE AREA 2x4 PLATE 2x4 PLATE UNDERSIDE OF EXISTING METAL STAIRS n In1rior Wall Assembly @ Suite 4 U 4=t_oe„ CONCRETE Date: 8/22/4 BUTTRE BUTTRESS®EACH 8"CONCRETE � Job#:2014-11 GOLUMN LINE I WALL Z m v BASEMENT Seale:As Shown m_ p DroWn:RWJ m Gheck:MGP Revisions: O O I 60NGRETE FOUNDATION WALL . I A-4° Wall Section @ Suite 4-Exterior Wall Wall Section @ Stair 0 m m ro zz 3„ o I z o N 0 �� m� N U) °av V� ao " 0 M z z aN N i I i r 0 N 13 Z� O� N N N v EXIST.METAL EXI5T.METAL ROOF ROOF EXIST.2x6 EXIST.2x6 RAFTERS RAFTERS R-49 SPRAY APPLIED R-49 SPRAY APPLIED POLYURETHANE FOAM 12 12 POLYURETHANE FOAM INSULATION.SPRAY TO 4 4 INSULATION.SPRAY To A MIN.-7.1"THIGKNE55. A MIN. 7.1"THICKNESS. t E E S O O � isg GON TINUOU5 0 CONTINUOUS 2x2 FURRING® — �gi 2x2 FURRING® EXIST.METAL g EACH RAFTER EACH RAFTER .� O1 4gs SIDING ON 2xb's 4 5/8"6WB GEILIN §"a SAY 6WB CEILING 1 \ a an EXISTING TRUSS EXISTING TRU55 MEMBERS MEMBERS 6x12 COLUMN BEYOND 6x12 COLUMN BEYOND akp ROOF OF ADJAGENT N `S, H T WING NEW OFFICES T.S.BEA ma 2JJ xb 5"ND5 NV 5/8"ttPE'X'GWB 2 EACH SIDE TO ROOF NEW 2x6 STUDS W/ VV R-21 INSULATION 5/8"6WB 8 R-21 INSULATION EXISTING FLOOR EXISTING FLOOR Z 2x6 T86 OVER METAL 2x6 Td6 OVER METAL N O DECKING OVER'G' DECKING OVER'G' JOISTS JOISTS _ bx12 GOLU W ADD R-50 INSULATION ADD R-50 INSULATION /w o FLOOR OF OFFICE ®FLOOR OF OFFICE v+ AREA AREA 2x6'5®24"O.G. Date: 85/22/14 Job#:2014-11 Scale:AS Shown DroWn:RWJ Gheck:MGP Revisions: A— o2 2 Wall Section @ Suite 6 n Exterior Wall Section @ Suite 6 I m m V/? 3� ,rn z �N 0 m� _ N V/ NO v M H �LL z OM W o z aN N i I n 0 N IN0115TRUGTE Wo FLOOR SPACE (30"x48"MIN.) ®LAV. RTnacnlTT } _ I — 1 I ` B As.o � NOTE:NO CLOSURE ALLOWED ON CLEAR DIAMETER RESTROOM DOOR CLEAR SPACE 56"(P)x 60'(0) UNOBSTRUCTED ® FLOOR 5PAGE ®W.G. nI Restroom Floor Plan �s) In E 6 1g ke Sl > Q K -2 � �a 56"(W)x (D) '�UNOBSTRUCTEDc- � - gg FLOOR SPACE 1�1 \ 6 L §as ®W.G. V Q ^fig 60"DIAMETER H fig: CLEAR SPACE $t A- 0 42"MIN. 12" UNOBSTRUCTEDFLOOR SPACE®30AII.MIN.) :: IRROR �DOOR®ROOM 24 , GRAB BARS PER VO /602 ANSI All"l.1-2009 MIRROR5EGTION 604.5 e� VV 2X BLOGKING /�` = 1-1/2"DIA.5.5. `� NOT:NOGL0U)GRAB BAR QQALLOWED ON`p3 6RESTROOMD NN 6 m O O O TOILET PAPER HOLDERIN "-I 42"MIN. IS' II" IN. O _ O DOUBLE ROLL(BY 6.G.) Il"MIN. O n Suite 6 Restroom O /4"=1'_O" li LU LU n Restroom Elevation W Date: 85/22/14 12' 42"MIN. 56"(W)x 60"(D) a Job#:20 4- 11 UNOBSTRUCTED �56"0^U x 60"(D)- - FLOOR SPACE - _--_ Scale:As Shown UNOB UC STRTED M ®W.G. FLOOR SPACE Drawn:RWJ 5 m As.o e el ns.o m 11 ®w.G. Check:MCP 1 2 ��_42�� MIRR 1` _ 1 _ __ __ R8VI510n5: GRAB BARS PER 3'-O" -- --- - - -- -----=-r ' \ ANSI Al1T.1-2009 12" MIRROR 60"DIAMETER--' ,--60"DIAMETER SECTION 604.5 CLEAR SPACE CLEAR SPACE VV 2X BLOGKING e� MI Q _J - O O O 1-1/2"DIA.5.5. x X X UNOB5TRUGTE GRAB BAR _I_ Z - z UNOBSTRUGTED d w - 6 m i Q \ z _ FLOOR SPACE FLOOR SPACE 6 F F — _ \ — F (30"x48"MIN.) m O aaLL' O m crV N m LL LL ` - N O ®LAY. ®30AV. MIND TOILET PAPER HOLDER IS" 42"MIN. I6" II" N. NOTE:NO GL05URE DOUBLE ROLL(BY G.G) /O/�� O Il"MIN. ALLONEP ON tZ O G RESTROOM DOORS /x\ / \-5.0 n Restroom Elevation Suite 4 Restrooms C m EXISTIN6 METAL SIDIN6 OVER EXISTIN6 METAL SIDIN6 OVER �z 3m 2xb WOOD STUDS 2x6 WOOD STUDS z m� 0 U) N °av ao . EXI5TIN6 METALLd z SIDIN6 r 0 N ZLL � EXISTIN6 bxb POST "a xj @ EXISTIN6 2x6 & 5 X-A 24" o.c. R-21 s/," TYPE 'X' 6WB 5/8" TYPE 'X' 6WB R-21 EX6TIN6 6x12 POST Heavy Timber Post ° 1V2"0 PIPE RAILS WELD TO 2"(P POSTS SPACED @ 6-0" o.c. SPACE BETWEEN RAILS @ n m ° MAX 4". N $€ Corner Post m / ° 3/4" BEVEL @ ED6E5 E S s ,i �RENGH DRAIN w/ DRAIN > �- , LIKES @ 1C'-O" o.G. MAX ° set N I t I D� GROSS SLOPE DN 2% � ——J I V/VA/VA/VA/VA/VA/VA/VA/VA��� ash V2 (V PIPE RAILS WELD TO 2 fill ° POSTS SPADED @ 6-0" O.G. ° SPACE BETWEEN RAILS @ MAX 4 . �wvviwv%v%vv%vviwvvi m ° 3/4" BEVEL @ ED6E5 % �RENGH DRAIN w/ DRAIN P 5.2 / ° 6 0 vv/ivv/ivv/ivv/iv�ivv� LIKES @ 10'-0" o.c. MAX � vv/vv/vv/vv/vv/vv/ I_ io4 o vv/vv vv vv vv vv GROSS SLOPE VA/VAA/VAA�AA�AA/' 1 : GLR i DN 2% W /v/. STACKED EGOL06Y ><4 X 12°°.°. o \ N z T T / / BLOCK 6RAV TY WALL #4 12"o.c.HORIZ. o EA.PAGE � Aj�Aj�Aj/VAA/VAA�AA�AAi �/AA//AA//AAj/AA VAj/AAj/AA � �D XlK Date: 8/22/14 m VAAAA Job#:2014-11 m VA%AA%AA%AA%/VAA/AA%� i - % Scale:As Shown m 6 , wv/wv/wv/ivvv/ivvv/wv! w//vv�/� z��wv o �/ //V�//VA///VA///V� ��AA�� _ �A�V Drawn:RWJ Check:MCP z, Revlsions: � w STACKED EGOL06Y wvwvivv�iw�iw�wvwvwvwvwvwvv vv vv vv w v w��w��iw�iwvii�, o o /v /vv/v BLOCK GRAVITY WALL �i/vi/vi/vi/viwi/�i/�i/�i/�i��i�< //ice///��//�//�//�//�/// \�iAA%AA%AAA/AAA/AAA/AA%AA%AAA/AAA/AAA/AA%AA%AAA/AAA/AAA/AA%AA%AAA/AA A-5 a Slab Reinforcing Ecology Block Gravity Retaining Wall -Where Top Of Slab To Ecology Block Gravity Retaining Wall -Where Top Of Slab To "�"'`°" "'`°" Grade is 3'-6"Or Less "'`°" Grade is 3'-6"To 6'-6" Envelope Summary Zones 4c/5b ENV-SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 Project Info Project Address cxs Investments Date 8/22/2014 7419 204th St For Building Department Use Compliance forms do not require a Arlington, wa password to use. applicant Name: Instructional and calculating cells are Applicant Address: write-protected. Applicant Phone: Project Description ❑ New Building ❑ Addition ❑ Alteration ❑� Change of Occupancy/Conditioning Compliance Path 0 Prescriptive ❑ Component Performance ❑ Total Building Performance Selection required to enable forms. Occupancy Group 0 Commercial O Group R-R2&R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade %Vertical If complying via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration enter values for vertical fenestration, _ X 100 — skylights,gross walls and roof on this ENV-SUM worksheet. If complying via Gross Exterior the Component Performance path,enter these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals %Skylight These values auto-fill from ENV-UA and are write-protected on ENV-SUM. 0 .0 — 0 . 0 X 100 = Vertical Fenestration Area Fenestration Area Compliance Skylight Area Vertical Fenestration ❑ 50%or more of the floor area is within a daylight zone per C402.3.1.1 Alternates ❑ High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method ❑ Skylight area 3%or greater,VT-0.40 or greater Single Story Spaces ❑ Skylight effective aperture 1%or greater,provide calculation Requiring Skylights ❑ Space eligible for exception Requires a minimum of 50%of floor area to be within a skylight daylight zone for specific space types.Refer to C402.3.2 for requirements. ❑ Project has semi-heated spaces as defined per C402.1.4 ❑ Applying wall exception to semi-heated spaces 1.Semi-heated spaces may comply under Prescriptive or Component Performance compliance Semi-Heated Spaces path. 2.Semi-heated spaces shall be documented separately from other conditioned spaces—provide separate compliance forms for each conditioned space type. 3.Envelope elements separating semi-heated from other conditioned spaces shall comply with exterior thermal envelope requirements. ❑ Walk-in Cooler ❑ Walk-in Freezer Refrigerated Spaces ElRefrigerated Warehouse Cooler ElRefrigerated Warehouse Freezer Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Project includes more than one occupancy type and/or level of space conditioning.Multiple Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: Space Conditioning ❑ Commercial ❑ R2&R3 over 3 stories and all R1 ❑ Refrigerated Space ❑ Fully Conditioned ❑ Semi-Heated ❑ Low Energy' ❑ R2&R3-3 stories or less "Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C101.5.2 for exemption. Prescriptive • • Zones • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 201 Project Address C2J Investments Date 08/22/2014 Occupancy Group O Commercial O Group R For Building Department Use Fenestration Area as%gross above-grade wall area Max.Target: 30.096 Skylight Area as%gross roof area Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.2 or U-factors/F-factors per Tables C-402.1.2 and C-402.3.A single project may comply via R-values for some envelope assemblies and U-factorslF-factors for others. Note compliance method taken for each assembly in spaces provided. U-Factor/F-Factor for Alternative Building Component R-Value for Prescriptive Compliance Prescriptive Compliance Alternate Cl U-Factor Source Continuous R-Value (Appendix A,Chapter 3 Cavity Ins. ins.(CI) (Table C402.2 Assembly table,or approved Provide page/plan#of assembly detail and ID. R-Value R-Value Footnote F)' U-Factor calculation method) ID Y m ID ID ID o m ID ID ` ID R49 t ID O ID ID LL ID ID oo v ID Q m ID w ID m 3 M ID R21 v 41, o ID c ID C' Q ID m ID 2 ID y ID �a o- ID m o ID (7 ID � ID m ID o ID t—°y v ID R30 am E ID LL ID Perim.Ins. Full Slab Cl R-Value R-Value F-Factor F-Factor Source a� ID 0o a) ID L ID c 4 _0 ID -6 W ID = ID Note 1-Calculations are required.Ratio of cross-sectional area of metal penetration through otherwise continuous insulation shall be 0.04-0.08%. Note 2-Thermal spacer blocking and liner system are required for prescriptive R-Value compliance. Note 3-Intermediate framing is required for prescriptive R-Value compliance in wood-framed wall assemblies. Note 4-Proposed non-residential building CMU walls meeting Table C402.1.2 Footnote D requirements can enter the target U-value of 0.104. Note 5-Refer to Table C402.2,Footnote E for prescriptive R-Value requirement for steel floor joist assemblies. Note 6-Prescriptive slab-on-grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. 'Prescriptive • • Zones • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 Revised Oct 2013 Project Address cTJ Investments Date 08/22/2014 Fenestration Area as%gross above-grade wall area Max.Target: 30.0% For Building Department Use Skylight Area as%gross roof area Max.Target: 5.0% Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1,then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustment worksheet for this calculation. 2:Provide U-factor for the fenestration assembly,which is the combination of frame and glazing Building Component U-Factor/F-Factor for Alternative g p R-Value for Prescriptive Compliance Prescriptive Compliance Alternate Cl U-Factor Source Continuous R-Value (Appendix A,Chapter 3 Cavity Ins. Ins.(CI) (Table C402.2 Assembly table,or approved Provide page/plan#of assembly detail and ID. R-Value R-Value Footnote F) U-Factor calculation method) ID: 0.370 0)(n 3 o ID: c ID. n 0 ID- - 0 ID. of in ID Solar Heat Gain Coefficient(SHGC) U-Factor for Prescriptive Compliance SHGC Projection Adjustment U-Factor Source factor(PF) Multiplier(if Assembly Assembly (NFRC,Appendix A,or (if applicable) applicable) SHGC U-Factor Chapter 3 table) ID 0.40 0.30 ID ID 0 z ID, ID: 0.40 0.38 C 0 ID: ID: 2 ID: ti . ID: 0.40 0.40 n chi 0 I D ID: 2 ID: a) ID: 0.40 0.60 E2 ID: ca): ID: ID: 0 ID: t c ID. � T Y ~ ID: Q ID: Note 1-SHGC Adjustment Multiplier based on calculated Projection Factor. Refer to Equation C4-2 Projection Factor Calculation and Table C402.3.3.1 for corresponding SHGC Multiplier. Refrigerated Spaces,Walk-in &Warehouse Coolers Notes R-Values for Prescriptive Compliance Prescriptive U-Factor not allowed. Walls Ceiling Doors Freezers Walls Ceiling Doors Floor Building Permit Plans Checklist, • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Project Address CTJ Investments Date 8/22/2014 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes SCOPE na C101.5.2 1-ow energy spaces Low energy spaces identified on plans na C101.5.2.1 S C402.1.4 emi-heated spaces Semi-heated spaces identified on plans C402.5 Cooler and freezer Walk-in and refrigerated warehouse cooler and freezer spaces identified on na C402.6 spaces plans na C101.4.6 Mixed occupancy Spaces with different occupancy requirements identified on plans Clot r4.4 Change of Existing F.S and U-occupancy building spaces undergoing a change of na C101.4.5 occupancy/space occupancy or space conditioning that require compliance are identified on conditioning plans ENVELOPE PROVISIONS yes C303.1 Insulation Indicate identification mark shall be applied to all insulation materials identification See Plans na C303.1.3 Fenestration product Fenestration products shall be labeled with rated U-factor,SHGC,VT,and C402.4.3 rating leakage rating Indicate installation methods,thicknesses,densities and clearances to achieve C303.1.1 General insulation the intended R-value of all insulation materials; yes — C402.2 installation Where two or more layers of rigid insulation will be used,indicate that edge joints between layers are staggered see Plans Indicate R-value(s)of cavity/continuous insulation on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted ceilings yes C402.2.1 Roof assembly per At02.2(std,adv); _ insulation Provide area-weighted calculations for sloped insulation installed entirely above deck; Indicate R-values for thermal spacers and each insulation layer,and liner system(LS)method for metal building roofs See Plans is C402 2.1 Skylight curb Indicate curb insulation R-value on roof section if not included in skylight NFRC insulation rating Indicate R-value(s)of cavity/continuous insulation on wall sections: Indicate framing materials on wall sections: C402.2.3 Indicate method of framing for wood const per A103.2(std,int,adv): C402.2.4 wallAbo insulation below grade Indicate mass of masonry walls; wall n C303.2.1 Indicate loose-fill core insulation material,percentage of cores filled,and frequency of grouted cores and bond beams for masonry walls; Indicate method of protection of exposed exterior basemenUcrawispace wall insulation See Plans Walk-in/refrigerated Indicate insulation R-values of ceilings,walls,doors,floors on sections; na C402.5 warehouse cooler Indicate method of minimizing door infiltration; C402.6 and freezer insulation Indicate type(s)of transparent doors and windows yes C402.2.7 Opaque doors Indicate rated U-factor(swinging)or R-value(roll-up/sliding)on wall sections- applies to doors with less than 50/o glazed area see Plans Floor over outdoor or Indicate R-value(s)of cavity/continuous insulation on floor sections; "s C402.2.5 unconditioned space Indicate framing material on floor sections; insulation Indicate mass of masonry floors see Plans Indicate R-value of continuous insulation on wall section or foundation detail; C402.2.6 Slab-on-grade floor Indicate insulation extends down vertically and/or horizontally the required C303.2.1 insulation distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation Indicate R-value of continuous insulation on wall section or foundation detail; C402.2.6 Radiantly heated slab Indicate insulation extends down vertically from top of slab and then horizontally na C303.2.1 on-grade floor insulation under the entire slab; Indicate method of protection of exposed exterior slab edge insulation C402.2.8 Radiant heating Indicate insulation R-value behind radiant panels,U-bend/headers and bottom na m system insulation surface of radiantly heated floors(other than radiantly heated slab-on-grade) ,'Building Permit Plans Checklist, • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Project Address cTJ Investments Date 8/22/2014 Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes na C402.3.1 Vertical fenestration Provide calculation for total vertical fenestration area as percentage of gross maximum area above grade wall area na C402.3.1.2 Skylight maximum Provide calculation for total skylight area as percentage of gross roof area area Indicate U-factors,SHGC and VT values in fenestration schedules; C402.3.3 0-factors,SHGC and An area-weighted U-value may be used for all fenestration elements that qualify na C402.3.1.3 VT for all fenestration within the same fenestration category per Table C402.3; C303.1.3 assemblies Indicate if values are NFRC or default.If default then specify frame type, glazing layers,gap width,low-e coatings,gas-fill. Increased max. Provide calculations showing that percentage of overall conditioned floor area C402.3.1.1 vertical fenestration in the daylight zone is equal to or greater than 50%; na Chap.2 area with daylighting Indicate method of daylighting control in lighting equipment schedules; Definition controls Indicate VT of vertical fenestration is at least 1.1 times the rated SHGC Increased max. Indicate high performance U-factors and SHGC values in fenestration na C402.3.1,2 vertical fenestration schedules; area with high- An area-weighted U-value may be used for all fenestration elements that qualify performance glazing within the same fenestration category per this section C402.3.3 Permanent shading Provide projection factor calculations(Equation C4-2)and associated SHGC na C402.3.3.1 devices multipliers for north and non-north orientations Provide calculations for percentage of conditioned floor area located within a skylight daylight zone; Provide calculations for percentage of skylight area to daylight zone under C402.3.2 single story spaces skylights,OR; requiring skylights Provide calculations for percentage of overall skylight effective aperture (Equation C4-1); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE _ Indicate location of continuous air barrier on plans and sections; C402.4.1.1 Air barrier yes construction and Provide details for all joints,transitions in materials,penetrations in air barrier C402.4.2 sealing and note method of sealing(caulked,gasketed,or other approved method) see plans Indicate locations of all stairway and shaft vents; Stairway and shaft Provide leakage rating of motorized dampers in mechanical equipment C402.4.5.1 vents schedules; Indicate method of emergency operation-activation of fire alarm or interruption of power Indicate locations of all outside air intakes,exhausts and relief outlets,including Outdoor air intakes,C402.4.5.2 exhausts and relief those integral to mechanical equipment; openings Provide in mechanical equipment schedules leakage rating of dampers,identify whether motorized or gravity,and note any exceptions taken yes C402.4.8 Recessed lighting in Indicate IC rating of fixtures in lighting equipment schedules; building envelope Indicate method of sealing between light fixture housing and wall or ceiling see plans na C402.4.6 11-oading dock seals Indicate weather seal at cargo and loading dock doors Indicate locations and dimensions of vestibules; na C402.4.7 Vestibules For unconditioned vestibules,indicate which envelope assembly(interior or exterior)complies with the requirements for a conditioned space Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; C402.4- Air barrier building Include the following requirements in project documents:(1)air barrier test na .1.2.3 test report shall be submitted to jurisdiction once test is completed;(2)if test results exceed 0.4 cfm/ft2 at 0.3 in.wg then visually inspect air barrier and seal noted sources of leakage;(3)submit a follow-up report to jurisdiction noting corrective measures taken If"no" is selected for any question,provide explanation: End of Building Permit Plans Checklist • 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 THREE (3) SETS OF CONSTRUCTION PLANS, TWO (2) SETS OF STRUCTURAL CALCULATIONS, ONE (1) SET OF NREC ENERGY CODE APPLICATIONS AND ONE (1) OCCUPANTS STATEMENT OF INTENDED USE. Type of Permit: O Change of Use/Remodel O Commercial Addition * Tenant Improvement Project Address: 7419 204th St. NE, Arlington WA Project Valuation: 100,000.00 Project Description: Add office space for two tenants Owner: CTJ Investments Address: 7419 204th St. NE City: Arlington State: WA ZIP: 98223 Contact Person: Mike Perry Phone: 425-827-9293 Cell Phone: 425-351-68, E-mail: mperry@dimensionsarch.com Address: 2820 Northup Way Suite 140 City: Bellevue State: WA ZIP: 98004 Contractor Information Contractor Same as O Yes No Applicant: Contractor: West Coast Residential Phone: 425-760-4240 Properties Address: 7419 204th St. NE City: Arlington State: WA ZIP: 98223 License Number: West CCR 867K2 Expiration: 5/23/16 Project Name/Tenant: Puget Sound Door/West Coast Residential Site Address: 7419 204th St. NE Bldg/Suite/Unit 4, 6 IBC Construction VB IBC Occupancy Type: 113, F1 Type: Description of Use: 2 TI's - Cabinet shop and residential developer office Building Square 38,442 Number of Stories: 2 Footage: Square Footage Per 1st floor=21,165; 2nd floor=17,277 Floor: 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: Sprinkler system will be modified to sprinkler new rooms in office spaces. Installation, changes, modifications or removal of any of the above may require additional submittals,information, or permits during the plan review or construction process. Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC, the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS: 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 permitcenter&arlingtonwa.gov. I have read and agree to comply with the terms and conditions of this agreement. 0 Please Attach Plans and Supporting Documents (PDF Only) 1411-A-00.pdf; 1411-A-10.pdf; 1411-A-20.pdf; 1411-A-21 .pdf; 1411-A-22.pdf; 1411-A-23.pdf; 1411-A-24.pdf; 1411-A-41.pdf; 1411-A-42.pdf; 1411-A-50.pdf; 1411-A-51.pdf; img-825094832-0001 .pdf; Building Envelope Forms.pdf STAFF USE ONLY: Permit Number: Accepted Receipt # By: Date Received: Amount Received: By submission of this form, 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. = 0C1 E r1GIr1EER5 Seattle o Portland n Spokane San Diego Austin Irvine Eugene San Francisco Structural Calculations Anchorage Arlington Warehouse Retaining Wall Arlington, Washington DCI Job Number 1 401 1 -0376 August 24, 2014 H F.. �r'N •t j. �OgO,�:: Prepared for: Dimensions Architecture & Planning 2820 Northup Way #140 Bellevue, WA 98004 818 Stewart Street, Suite 1000 Seattle,Washington, 98101 Phone(206)332-1900 S e r v i c e I n n o v a t 1 o n V a l u e -D C I Prr/oject, /No. Sheet No. E=- nC LEERS 1( 1137(. 1 Project A Date �Tr�v Gv��Z e f�s� 8/i8/i y Subject ByC IT1 � !I U TR BLOCK, INC. 7 UltraWall UltraWall v3.3 Build 14226 Project: Arlington Warehouse Location: Arlington, WA 1x Designer: GJG Date: 8/21/2014 qz 1 Section: Section 1 r Design Method: NCMA_09_3rd_Ed Design Unit: Ultrablock r SOIL PARAMETERS (p coh y Retained Soil: 30 deg 0 psf 120 pcf Foundation Soil: 30 deg 0 psf 120 pcf Leveling Pad: Crushed Stone Crushed Stone Interface is true, (p = 1deg GEOMETRY Design Height: 7.00 ft Live Load: 250 psf Wall Batter/Tilt: 0.00/ 0.00 deg Live Load Offset: 0.00 ft Embedment: 1.50 ft Live Load Width: 100 ft Leveling Pad Depth: 0.50 ft Dead Load: 0 psf Slope Angle: 0.0 deg Dead Load Offset: 0.0 ft Slope Length: 0.0 ft Dead Load Width: 100 ft Slope Toe Offset: 0.0 ft Leveling Pad Width: 5.92 ft FACTORS OF SAFETY Sliding: 1.50 Overturning: 1.50 Bearing: 2.00 RESULTS FoS Sliding: 2.45 (Ivlpd) FoS Overturning: 1.67 Bearing: 1390.73 FoS Bearing: 7.18 Name I Elev.(dpth] ka Pa Paq Paqd (PaC) PaT FSsl(base of leveling pad) FoS OT %D/H 1X 4.92[2.08] 0.315 82'_ 183 0 0 265 71.53 4.77 100% 1X 2.46[4.54] 0.297 368 338 0 0 706 26.84 1.67 54% 2X-2X 0.00[7.00] 0.492 1447 861 0 0 2308 2.45(2.46) 3.41 70% Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page i Permit#: 458 Permit Date: 08/27/14 Permit Type: COMMERCIAL ALTERATION Project Name: Addition of Office Space Applicant Name: CTJ Investiments Applicant Address: 7419 204th Street NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Mike Perry Phone: 425-827-9293 Email: mperry@dimensionsarch.com Scope of Work: Valuation: 100000.00 Square Feet: 0 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/03/2014 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051100303200 7419 204TH ST NE TREMMEL CURTIS 251 Household &TAMMY Furniture Contractors Contractor Primary Contact Phone Address Contractor Type License License# West Coast Residential 425-760-4240 7419 204th Street CONSTRUCTION Labor&WESTCCR867K2 Properties NE CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/02/2014 C20.BUILDING Interior T.I.with exterior 10/02/2014 01/30/2015 z.Christopher Young Completed FINAL loading dock Plan Reviews Date Review Type Description Assigned To Review Status 08/27/2014 COMMERCIALALTERATION Ok to issue with redlined plans. z.Christopher Young 08/27/2014 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION 08/27/2014 COMMERCIAL No comments for water.GT PW-WAT-REV ALTERATION 08/27/2014 COMMERCIAL z.Tom Cooper ALTERATION Fees Fee Description Notes Amount Building Permit Table 4-1 $1,330.56 State Surcharge- 1st DU Residential- 1st Unit $4.50 Building Plan Review Table 4-2 $864.86 Total $2,199.92 Attached Letters Date Letter Description 09/02/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 09/03/2014 CTJ Investments check#1018 Launa Black $2,199.92 Outstanding Balance $0.00 Notes Date Note Created By: 08/27/2014 Hard copy of plans are available with Chris. Launa Black Uploaded Files Date File Name 09/03/2014 458-Signed Permit.pdf 08/27/2014 7419 1411-A-l0.pdf 08/27/2014 7419 1411-A-22.pdf 08/27/2014 7419 1411-A-21.pdf 08/27/2014 7419 1411-A-20.pdf 08/27/2014 7419 1411-A-23.pdf 08/27/2014 7419 1411-A-00.pdf 08/27/2014 7419 1411-A-42.pdf 08/27/2014 7419 1411-A-50.pdf 08/27/2014 7419 Commercial Remodel Permit Application response.pdf 08/27/2014 7419 1411-A-24.pdf 08/27/2014 7419 1411-A-41.pdf 08/27/2014 7419 1411-A-5 Lpdf 08/27/2014 7419 Building Envelope Forms.pdf 08/27/2014 7419 img-825094832-0001.pdf c c c o DD➢DDD DDD �l OI T N P --I{�0 ul003prrL=rr- <- U,T.X zrG� �U, yI N7J zzzzr. 7�,ni 3 'mac 7 7< 0cl t 3 (, �O wrnYt U _ 7C 1,-z C, Z O7 370 U` W N - D Cp v 70 71 0 , c ,,OOO(�C� Cl(�C, O 7¢ �P DDDDDD DT ��C7DD rn =rnDD 10 NA-0 �� O zz N C,7t1 A rm- rd rN '> CP Dp -D -0 �. F D Gad cz-mrnrn y� 7� rZ C7 m� rnQ z DD > O O O m EMU m O O c m �,3 z 70 T z z m O 7C 7,- D ( c _ rnr z zd r _ 7c Z� Dz3 x0 D<rn yD Air Der 7 p -1 px z ° �-rx s o rn z� m>7l rnrD �Or FOCI ��pm =1 N .Zt O' ADO m z�Oz�p Ts� 3� pz� �dr �C7 f�f1 pCJ(Zjl � rn pzz z z Ox �m m rn �3D� 0 C-rn m-C z- zz zmC� zm 70 rnzrn rmnD mC� M O o � Z � r tic,D Imp I�> z -n-n-n-nTTTmrn -tl rnfnrnrnrnrnrnrnrnrnL rnrnrn C7 C3mC,�C7 C7Mw roll OZ 30�O70Nz rnd O��mnr�-�D �u'7�z3AM�� zZ rn r mmmmmmmm�tOTc rnrnrnrnrnmrnrnrnrnrn�rnmrn C}p pppC7 C7 C7p - O` C�Dz7J Z7'00 77 -x-ixxG�D;T Cz`.rnmrrr1�O�AD XJOO"`3D�rnO `Azrn i-Ni 7- ,0 'Trn3DD� , z zy X-Dzx rnzrnr OD DNz0 zN N7tr rn c �T n � � C7 O �T � IT O O I zNz7J 70 r� -a ON O A t7 z -z-i < 3 i 1 xxxxxx rrr zzz �(3: x li N-570- Oi Oi 72 0ZJ tyd r zn= D, O QI; N 311 Q�0C7 C7 ��,Tzr C,DD dZ 00 O� 3 -mi X1 x� r ^' O-n 7J p < O AL rn 70 p E z3 z7J c m - _ O D x oC7 x0 x)O D z DDDD ooD ��z 00000=xx c rnoM o,ov D�>> mmm m� 703 7J3 s �yxm3A ?pz m v Lz �o " -AZD ,z�D O °, N _ 3� - 3 r'or - x=x xDDD �O-(77 O D U1 rn rn r_ c�r�NAZiT] Ti',�Z'p 3 O n3 @ 7J m rn rn 3zOOn3D O D A r z2 �w> ➢D 3C7xc� VLF J.;> � O O O m r z m O r" 0 Xl g D otA A e z � c, > ti m O r - rn m N N r rn 70 z rTI 70 r m -I M4 CA O NNN N N CP T 1.1U NNIP l,^ 70X 7 7070 7070 -0-0-0-0 p S 0 zz zz xxx m'NO 770r `:� �2' 3D zT(�:0 ➢��r ��O NO0 r�n NNN NNN NN N N UN NNN 70 M 7U X M�Q 70 M-0 x-0 ZO 137< pA rprr -0m -i SON CA c o zU',Z7OrrD 3Drnrn-C= pp z,tn Tp �mED Q rnM MCA Dz0 w - _ 7 U) j7Om 07J ul 70zx t-- r (71 <'�,Drn AV D�� r� nA r;)O m .zi �`'�Oz �z r m mz� 3rn D y 770 y m N _ m O co ■ C7 7�1 rn z O m O O O Z ' A�O���D 7mi O T "COU T� 07c X rn rn 7.7 rn T T z < m O m Om ul Om 2 G O rn z Q G� O Z7 A D C D ��7J������� < cc(,�(ic -i mom- -�G��,��� u)uim Z O O Iz r rn A C7 rn Drn rn z zp_z O zOOx7tlOm-0 p X N I-'li Q7 m ➢�-�z N N r m r-tt =0-0 xTO zrZ7 xA c A T- O Z x m C7 0 -Ft-n(�p O 7 (3> :2: x r O m rn z rrn �C�yT��� D zN= �3 >m rnmOmd m m O 70 y �1 O r D zm� � O r D • D rz �} 3N 'BAV.751E D0 EAO Nz03G�TtiD -=-O m-o 00 ND(11 Px < Pr< �D< 3 Un On d rn NO F- � z�mmO EnOQ zDQO ?FA xA'��`c OT"�'^ F x ti PST Ix DO AO O O Ort N mOA S D mD> D D z U 1<�> A F D DT 0 ,S mS F /U GI U7 cmm OD<T 0'c,o �z>i > n �S>� II`�i i x �7 III `� T 'v T O z�U F c O O 7 rON z A4�mz� >rz 3 a;➢pz > oDo :. OF T I > N Om fn N 3 �Ncj N,Z mG,U51P iF aNN 3<A p D `Tj J`D 2mN ,.D 0= ➢ ° "7 3N 'aAV 47bL azel St. smugo3�qz yrj^F° Da ' °on > c z o °zPa z i O z z (c,T�m,jO c, c,i CAJ n 7:u)m D O 7A0 3 A _ D �A cn =DO>6D -T0 z D �T> c. TO rn�? 2� OOP > , T'T� -I > , O 7Pj 2 D s .. =�o'.rz`? z zC� F,z7 ,D IDz D r z�Tz (°, % z> O �p GO n- l �T< 'm ., U.v DZA i m G, Ur Z Highway 9� ° U P D N �V NIn� car SND�-' SO>i m N uj �z0 C DN ) rz OQ�� _� m> O D3z . m m (, z Z Oy°P -- oNo A� zDa> > m m )u o o 0 z T z > T zz O > P A 3 ° �z j mD T rt r. N o x m� � 'T j F ° oN A 'z > m D > @ a = .�.� O F A N 3 m Co' N D o -Oi N m (T, m A A a m E 0 80th Ave. NE m � N ° T rn 9 r i� r N Dn NOS M � rn Cll Q Qflfl 4 m � Q m �N Q rrri Z D s Q �U)-n r� D c 4 fl fl� < m fl 6 o r Z o p fl C Z N Z fl a r n�OnD C T0C7 O�UNO N � r� o co � o O o rfl p = \J � 0 Op 3O p � � O Ivy a � �9L co) Z� 01, p O 4 (D cON pN 3 0 < N �� NN NNIv��', � � 30 00000 z � ��' � �� ONE m O0 O' NNUNN lP i'Tl CU — N _ DD DC > D Ul ti- (o (o tom r D; N C l,` y Qb K) -0 N n00 �' �� A� �� 3 , � z �. ti On � 'Z c �, OTo �ti-# 0� burn rn ° ° ofl 7� O D� C m N� -n NSA �o 00o rn O i9 DU, ' rtto 9 A � #N tl� TAT -� TT rnfloflflrn 3 �z T l --0-r g3 U A O m O O O O C1 9 2 0 <P E _ i9 D � Q Nu):E .2 U1 -(J zC-i�T�N f �fl �Jl DD DDD DDDD D DD Ul �aoz Dr1 D 1j,111 a� -N uQ- OIL S IT �� U)Z D NY - �J '-, IT x3.< <Cl 3 C� ( O U-0 '2NT1 >'�m i 7i zzz>D C7z �� u (J)T zn m Con(P •x //0 O rn NzX4t lMlJ Ti O r xx rp m-i DD D cc�0 = �O D 4_ zX1 nrn�1 nz t > . �O > rnrr = M-I rn < � F> -� O z z z T(3 Q D rn D Z y� r r rn rn ri l D rD z N u U r N TJ _o < d z' �,� o Z -Tt- '-O ( O N c p`-t' r 6j, O r (3� zT ?j N� rnrnr �r D rn O C dz���00 �O nc m Tr< z = . rt z rr N O N 70 rn �� N < OrD�O Z UONOrz� n ��? mac < m x e- -- O O rn X-1D0 N O rn00 OOr rTl r z0 r 0 O FV �2m�N� D➢ r > N� ro��Ui < m> O r c (1 rrrr z F- -h moo rn 0 0 ° zZdd n 03 ^D O rnrn��=T �rnOrn /� N ��zm� rTl m�=� m� -wm mmF- D Zd�* N P3D�OT �m�}u � S �rTzz D O d Dop torn DZ P�OAJd z>� � o T7 mFri �rATtn 2'N Z77o2� rnrn G p70�D03 03O�o-D � 0� Z. ® > � 3 C7C7 m ram- Trn01 Imo � - nn t� Od�� z X� O-s oym fr1Z torn A ���y Z ,mod ��(`�2� rr C)DC;Z � �7 =CNO�z m m -n r� 70 � C7NLo s GT! Inve5tment5 II o: I ° � �� COVER SHEET p Div � �� sioNs Tenant Im rovement5 P 741G 204th 5t. & SITE INFO �n� Ulcrnn Rrlington, WA, gg223 � 3006 r .. #302 Bellevue, 98004 p.a (425) H22�-9293 ox (425) 822-9218 0 . i r� pgvvre pens Y F �� � L rev .:r_ o frtD _ - -N 05°26'30"E - —-- -—--—--—551.4B' ~�AcOEss TO 2047.DRNE "Ave.I I I � � I I 10c) Dm Dr I N x m Z X 10 u OzN Dd �m > � m r O IT O Iloo I0 IN 130-0" h !� o cn 0 Fri O 3 m mM 'W O of DNIf _0 _ OX N NJ DN �D �N rn� I Q r `D'�� = on rn. m r,3 #Q r O O c 3 D O W I I 0 0 O N Q7m 07J rn 0 0 1 9 rn D <U, O _ 1 rn O 2p'_O., A m .N _ z A5LE rn ------------ --_—_ "azel Gtreet 00 D o O 0 ------ ---N-03`2214"_E --— _ N -- s ee�otoR aee.eo• O 3l9 D N — -- N p NTO.3 OQb ®- 70O 1 0 zm fl O zm �p �� --- _ '-O O 7t Cl C7 J) C7 �} N. 8 0 � 6 � GTJ Inve5tment5 �P D I M I- N S I O N S o Tenant Improvements @ *.,fiitect�'' SITE PLAN -14ia 204th 5t. 0 N =y p _ „ Arlington, WA, �18223 � � "" pl""' OJ/112 Bellevue. WA. 9311, pwa (425J 9�7 Jly Y Fax a r w en a eu.owE'rsoxs iK osw�e ewuvn nnnu•.wnx rmm ns amp,w��pem � N !1 i P `V c m a.nre"n'mm�twna iaufmi�wwa miry man°'^ry wm p uw �' 5 (425) 927-921E3 � D yyam PJOi_Oii A?-Ni II�TT�N N 2° 18�_��� �9�_��� 20'_0" 0 r � n II 3 II II r II N_ rn N II D m° A - 35'_5" N I I it I I ® 0 4 --G II m rn I C, N-i N DNrn A O II °O I I O II F- II R,o o I I O T N II -r II ® II II m � � I D I rl J, _ I N rr � b I wX op — J I a� — ° rn N ------� o X N � .. N O ITS A I Z A�p N n 9 N yX U Zs N ' X oAZ ® ® Ilul 3 �70 z z �zx C) N4 4l�_On 8O�O° 12'-O' O <. 4 GTJ Inve5tment5 LOWER LEVEL o m iI�1 � � wr NNioNN Tenant Improvements � I� e�rch��e _ure -741q 204th St. _ ro I,\ N) o BUILDING PLAN Arlington, NA, g8223 � .,d �� ��,m9 O n am e. 3006 No�i��u�.+ W'aY• /{302 Bellevue. WA. 9H004 a uu ti. a.ox[reuxs ro�eunen v un nrmein w �w...w�mw p r .e-..«a.e.w am..a.,. .aw k=ro.xme as o��w rorre.a.iw.pwa 425 H2�-9293 (425) 627.-9218 rn y i N - m / — — — — — — — — — — — — �l\ r L_ � N su _ m'-- I N \ L - \ 20'-Ili" 32'-3" N M N ohs � b P®� W =fix rn o � zx 8 rn op0 A� y U N N — 0 J l � � pp lllrn U f 1 O N R R r win f n�,Mfl x o � o b R `D Z I N Rt I ®_ I 0 O O T m m rn ---- I I I � 4T-O° 12T-O' GTJ Investments N; III DIMENSIONS UPPER LEVEL Tenant nvestmenta INC. 70 N 0 741q 204th St. >m ` BUILDING PLAN Arlfngtan, NA g8223 3008 Northup Way, N302 Bellevue, WA. 98004 _. "1 "• 'a" ;-��.°6« "" (aza) az7-aza.s Fo. (azs) a2z-az7e N A= 0� O N I 24'-4�" 8" C M CD 0 M CL a CA 1 � � N � � N ? A W f� N EXIT Z� 1 0 A I O A N — 3 I � a O O i I yii W Z Os`=5 III N In i, N L. G_ m CA — aw wk z m x Dtornm > 0 I 3xro r� mr::: �A 3 VIL WDW 4°3°VI YL WDW N N r X Nc� 0� m m 2 Z A n C7 u) L d N; _ GTJ Investments DIMENSIONS 0 3 D p SUITE 4 FLOOR PLAN Tenant Improvements @ ,NO. " _0 N 74lq 204th St. & REFLECTED CEILING PLAN Arlington, NA, g8223 � m ] 3008 No rthpp Way, !302 Bellevue. WA. 9BOO LLLa..�."w a.oixx s xc.onw re eanuexen rer wean. a mwarw..mr o raw Me." (42.7) 62 J 4'ee°o°Ji'gno..'r�:nwi:mw�n�M:rcn"ire°m oui"r�1O�wuen e� aq wniwa w 9293 Fax (425) 827-9218 A co) ti L 23 m f r o N m � I Am m rn z _ EXIT m� �s � � k O LnLp = IT fD VKJ r cd 2- Ex1T - � 2T-4' pp O in lIX3 oz IT rn� O D pP N Nm T x m r P X �. ---�--7 77 r:- — k _ -rt z�� U x �� ------------ m 061 rn � f� 7 w X _ 41 _ ON s I �,,,, ICI"L O I CL U D O O Li 7 a m D— t p €I � ip °II o +s70 ------------ rp I � 1 � E� I LDN s� I II p O N 71 _ O 70 m �m Ul 3 A N O - - --X O �� IT O�T 6`TIWL� m AN N N . IO 1 N Z C.o N — [ --- ____-___ I co) qp EXIST 42E0 W'JW :I E ST.4°6°WDW. -_„ EXIST.4°6°WDW. n X D K) D A AX O m 70 4 II'-9a' II'_Il�q° a. ° i3 �5�� q8x A A n A m m• m O z m � Z rA z r IT Y/ y _ m m D r N z O z A— � Z o 3 U N Oil GTJ Inve5tment5 �g DIMENSIOINS SUITE 6 FLOOR PLAN Tenant Improvements NC & REFLECTED CEILING PLAN a v,ld m Arlington, WA, g8223 a 3006 —thup Woy, :302 Bellevue, WA_ —04 --.. .°.°9M"'0,,,, �;.•{°w •°• (425) 827-9293 = (4z s) —21i O —————— UJ v ti � -0 rCp D20D ti _DnO20D m mD -i FQ)>m FX> mOc �37�C� 0 7N n �7C <� rnz�70C mOrO�n D s z T3 � z rTX7C N 1 Z fNtl p7 -� ZU)CU RBI N rnuCODW Ij nIm@MbN N GS 3Z �� 3Drz�� o AD (� o �rns�; a_ m �m3�rn� � > mrnm Nr—m Ny- zrna r �� N I Z70 )0--( m D � x ��rnx rA �Ax x m r x C x rn r 3 zm 4 z d o N d µ �_ Urnrn""= Urns"" 7J rn 70 70 M n D rn 70n m D m 0 r C r m CD N(1 'tl r�p O0 N 7C U -0 -0 jj ro N �J UJ 00 m z �D prm � m rnN ^ 7 mT N - 0)r 7 Z N S z NTjUJ 'Ir' ' G DCA DO r- r- u x -1 � l T rnyn - > r� > > > z rnp >>Z: rnrnTMM o Nm � rnnrn x + x r—I NF- y< rn - n rn m r rn v o a. O NARK v = O NARK v AIL O MARK N O MARK z \ W N C7 - u U p N W W .J1 W W N U N 0 �- -V O � o Ivxl to� 0 moi� O to I o I^ o o _�O� m xl �x-O O ', 0 p � X - z ° O to K� log to o� loj�ol x �m 1 � e '� vi � p lo� to to Flo m D DID D D D D D CO ELEVATION D D [ E1.El'ATION D DID D D D ELEVATION ,�J, ELEVATION rG "yi'7 .G lP C.l J� lP lJ� m y4 O cl Cl = to W i A :.� CJ �. C 3 i 3 3 >�z �'� 3 '� 3 c'�y Z mi m dd � m ul ', � N � � s o a Q u;Is� NN n o FINISH Z 7_ FINISH — Z FINISH Z FINISH � O r REMARKS r REMARKS r /iJ 1- ],] �7 ? S REMARKS r REMARKS z CO ' N C7 CJ 7,0.� � C7 C7 3 1� N A -0N lf, b FINISHFINISH Z Z z Z FINISH FINISH i �y Z HEAD (. m HEAD [n m HEAD m m HEAD m m JAMB X JAMB JAMB JAMB THRESHOLD r THRESHOLD r THRESHOLD r THRESHOL;p r HARDWARE, m HARDWARE m HARDWARE m HARDWARE m lJi N N N W O� O — A CU W —1 N — ? CJI GROUP / GROUP / GROUP / GROUP U-VALUE m p U-VALUE m NJ Kj 0 0 O U-VALUE m U-VALUE m STC RATING r SJCRATING r STC RATING r ITC RATING r Nn �On „1 rn> �Z> >ro�A NjA7,111 O mrA OA z� z 0 ZM JJ �� AA mq =j X //m/�� OA 3N V/ x O� �{ �x Oz0 m� O� rnz � 70 Al A j0 N x NO m mn NA n= �3 7z �m Q)D Ax AA r m1 Am I m /+ GTJ Investments ;i �/, ���5IONS 0 3 h D �� SCHEDULES Tenant Improvementse Nam. _, 741q 204th St. Arlington, WA, ci8223 Ti nrq> _ 3006 orthup Way. /{302 Ballevua. WA. 98004 _ ,�„.° <azs) B27-9293 rpx azs Bz>-9zia l O �pNN ZxM Qc ttttttttAllll�Ac�uO G ii mG\C`I DX�<m1 rn_ '" T AOT zgAr � I' N z O Ztp��i ' D N Dz Q nP ............. _.^,i ..... .... .. . ..__ E. 8 -X mU' z X IRT IT s A —= N jm u, N mr �N zN � Zr� mC� rDZ 13 z �r z N rt O 3 G p" A pr O I.U, NO N ACN O S x z, r c�Um N r� T rA�® z N z -I N W NQZ�X 10'-0"TO BLOGKIN6 p x a y rn r�rn 0? �F N w i tD NAn O N N A 70 X. it x I �� i _ O i J( A_ N 31� rTI0 Xl n C7 N � C7 N. GTJ Investments DIMENSIONS o Tenant Improvements @ >_ N N WALL SECTIONS 741q 204th St. � INC. o Arlington, WA, g8223 2B20 Nprth�p Way. "'0 B*Ilevua. WA. 96004 v naw°pY.nttix'°r.x "n'omS�uilP.°we"7ic'{ero nna:lei . :.., (425) 82�-9293 Fax (42.]) 827-921a N O G T- � O 0 - D �z — 3 ° pz . A 3 r ?D nD— s m — ` u'G3J z Ax Z x Aim A3 M-nU xl cO � x rr r� J DOA C, OI �— ��, x OZ �mz z OD OAmu � � to mp c--�i �nD� gz cc rnti M - i *co NN m AAA r TDT z c 0 70 N X O� A®d vtirn z�rn � mX m Dx� �'32 01 0o Nzwls O�x G�1� 4 Y 00'n z„� rn rn0 M O� 75 A� �' � N Z A® / n> nm �r 7 mp Il O � Ax Ira ti - Dz- zD_ V N rt nA V ND O D r I GTJ Inve5tment5 D I V L N S I O N S o Tenant Improvements o o INC. 71 NC,, 12 n ,= WALL SECTIONS ,41q 204th St. L N li o - Arlington, WA, g8223 a� °�p{d" 2820 ortl,-, /(t40 Bellevue, WA. 98004 im (425) 82�-9293 (425) 827-92tB rn 00 A 3q"-41" m N m 48" N A 3 FRP WAIN5L07 O O`tom TO 4" z M� ———— —— OUTLET O = I8" IN. _ "MIN. 48" 8"MAX. I --J OTO TP OUTLET N 48" � w 9 FRP WAIN5G0 A Z O N rn 3q"-41" 18° �g �N RgN� 40"(MAX) G� 34" q"MI — 45" FRP WAIN5G0 N 33"-36" 5"-IT. O N: L - o — O z 33"-36" 48" 21 FRP WAIN5G0 q"MIN 34" 40"(MAX) 40"(MAX) X T1,MI q"MIN. l - 1 Z 45" FRP WAIN5G0 O O 48" RP WAIN5GOT J Z 'MIN. 2l"MI 3 40"(MAX) �D A z� � $ L N m p 0� 0; I jyjp -- - gg , e 0 3 to3 .y.--� __ _ -__L___ I e II pp 9 x �fll b�°6 ' 11 II 11 l P ° rnoa Irn �p 5 d cNi 0 fl N: 0 Q # GTJ Inve5tment5 DIMENSIONS 0 3 INTERIOR Tenant Improvements @ INC. — 741q 204th 5t. o L9 O o ELEVATIONS Arlington, NA, g8225 2 3 3006 Norlhup Woy, 302 .'W. WA. 9BO0a "«ieX"tom"rFne°uai'.S m:w'�n'auii�pre i±c.°7.w "�e'�ai ro wok.°«'T.'e1e°m° (425) 527-9293 Fo Ca25) a2�-®21 a IV m x X � N 1'-O" MIN. ry O � N� w= X 3 rn Y.4- . OUi x CJ O < yy v ° rn o ® N O CTf 7 N _ p o N b"GONG SLAB 0c=31<ai) w/#5® 18"o.c. EN(GNTR IN SLAB) -U rn X m U1 N op N CIO =O / o 5-6" MAX i 12" 30" o 1211 �o X>�; _ MIN. A x I I I -. n \ rn x s. X D .� U) rn V' .A�� �V © r < = 0 Z 0) � - ;`� / , D CAD - ITOD / O - rn nrn N � 0U � rn IT �,v �� p C7 d( o5 � Vi /70 /. � � t7 lS� D -� O C7 O o x - m Z ® p O O -- N C < � —JA- U m 8 7u (i� X OX dX U) T fV NJ — a, � U` 3 x x m Q31 (31 D r o � � ry „m N -o �X/Xi I' 6" � j/ 6'-6" MAX i 12" 30" IrrI MIN. 1211 \ 4 MIN. A 0 0 0 0 0 0 La OX IT rm i/AT i / t7 i X7 /�/ / �/ r D O \/, \�j� Z Urn m m F Qi o D \ 0 3 U) > � C7 < O o XD U O � r J�- rn Z NJ > ( 8 g 6 g GTJ Inve5tment5 DID/ NSIONS D Tenant Improvements 1 N N ti; DETAILS -74Iq 204th St. %m L Arlington, WA, g8225 8� F` �,.:,�_ # aeue Wa.we. eHooa zrszo N - war. .a.wa,.«.»•..w.o.E.s:o,e.r..»a..��...,,»d:«..«.»e.,nm»»a..,...ro. z�—s-ze 3 I m.e menawaaw«u r.w,a ae:om.. .::gom+uvea a:»»H wu.::ati:•n M.a. (425) H Fai ao x (425) B27-92tH _. _ �»mm tim«.mm.on:rren mm w[�i sm+s et i•v«e•H m«ww.