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Home My WebLink About625 S Stillaguamish_BLD890_2026 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 -L_ PHONE; (360) 403-3551 BUILDING PERMIT Address:625 S.Stillaquamish Ave Permit#:890 Parcel#:00756900000501 Valuation: 1000000.00 OWNER APPLICANT CONTRACTOR Name:VINTAGE HOUSING HOLDINGS,LLC Name:Vintage Housing Name:Inland Washington,LLC Address:369 MIGUEL DR# 135 Address:369 San Miquel Dr.Suite 135 Address: 1620 N.Mamer Rd,Big B City,State Zip:NEWPORT BEACH,CA 92660 City,State Zip:Newport Beach,CA 92660 City,State Zip:Spokane,WA 99216 Phone:949-721-6775 Phone:509-328-6464 Phone: 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: 3 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 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. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and co P f Arli 1 #3�°1. Signature Print Name Date Released By D6tc CONDITIONS See redlined drawings and attached detail sheets. 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 2/24/2016 Building Permit Fee $5,156.19 2/24/2016 Photocopies $2.00 2/24/2016 State Building Code Surcharge Fee $4.50 Total Due: $5,162.69 Total Payment: $0.00 Balance Due: $5,162.69 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 BAIA Document G704 TM - 2000 Certificate of Substantial Completion PROJECT:(Name and address) PROJECT NUMBER: 15.30 Vintage at Arlington OWNER CONTRACT FOR: General Construction El 625 Stiliaguamish Ave;Arlington ARCHITECT 111 CONTRACT DATE: 01/20/2016 CONTRACTOR INK TO OWNER:(Marne and address) TO CONTRACTOR:(Name and address) Vintage at Arlington,LP inland Washington,LLC FIELD❑ 369 San Miguel.Drive,Ste 135 120 W Cataldo Ave,Ste 100 OTHER❑ Newport Beach CA 92660 Spokane WA 99201 Project or portion of the Project designated for partial occupancy or use shall include: Entire rehabilitation project:roofing tear-off with re-roof,re-side,other facility maintenance and site improvements of existing building. The Work performed tinder this Contract has been reviewed and found,to the Architect's best knowledge,information and belief,to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use.The date of Substantial Completion of the Project or portion designated above is the date of issuance established by this Certificate,which is also the date of commencement of applicable warranties required by the Contract Documents,except as stated below: Warranty Date of commencement 10/30/2016 r Nystrom+Olson Architecture +. 0 1 11 6/20 1 7 ARCHITECT BY(Sigrrapu ) DATE OF ISSUANCE A list of items to be completed or corrected is attached hereto.The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.Unless otherwise agreed to in writing,the date of commencement of warranties for items on the attached list will be the date of issuance of the final Certificate of Payment or the elate of trial payment. Cost estimate of Work that is incomplete or defective: $ None The Contractor will complete or correct the Work on the list of items attached hereto within N/A ( N/A )days from the above date of Substantial Completion. Inland Washington.LLC P% /- CONTRACTOR BY(Signature) DATE The Owner accepts the Work or designated portion as substantially complete and will assume full possession at (lime)on (dale). Vintage at Arlington LP _ OWNER BY(Sil;nanere) DATE The responsibilities of the Owner and Contractor for security,maintenance,heat,utilities,damage to the Work and insurance shall be as follows: (NOTE.Owner's and Cont)-actor's legal and insurance counsel should determine and review insta ante requirements and coverage.) AIA Document G70.11—2000,Copyright 01963,1970,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This A1A'Document i4 protected by U.S.Copyright Law and International Troaties Unauthorized reproduction or distribution of this AIA`Documont, or any portion of it,may result in severe civil and criminal penalhos,and will be prosecuted to the maxis-m extent possible under the lacv This( document was created on 01/10/2017 19:113:31 under the terms of AIA Oocuments-on-OemandT"order no, 2009537500 ,and is nct for rosale Tlg.ece i Vet doatment is licensed by the American Institute of Architects for ono-limo use only,and may not be reproduced prior to its completion. JAN 2 6 2017 Rv1)00gD *1A1 '�f-1 -Iw5 ReWh FEZN�, 6t5(P . Lq 5l too . G R 2.00 S��oZ • (Oa Permit Information Date 1/25/2016 Permit Number 890 Project Name Rosecreek Apts(Vintage at Arlington) Applicant Name Vintage Housing Applicant Address 369 San Miquel Dr.Suite 135 City, State,Zip Newport Beach,CA 92660 Contact Pete Kanyer(Nystrom+Olson Architecture) Phone 509-328-6464 Email kanyer@nystromolson.com Permit Type Commercial Alteration Site Address 625 S.Stillaquamish Ave Valuation 1,OOQ000.00 Status Applied Permit Issued Permit Expires Square Feet 91350 Type of Construction/Occupancy Load Number of Stories 3 Proposed Use Re-roof,Re-side,facility maintenance Assigned To Kristin Foster Property Information Owner Information Parcel#:00756900000501 VINTAGE HOUSING HOLDINGS, LLC VINTAGE HOUSING HOLDINGS,LLC 369 MIGUEL DR#135 625 S STILLAGUAMISH NEWPORT BEACH,CA 92660 949-721-6775 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Inland Washington,LLC I 1CONTRACTOR Labor and Industries JINLANWL962OZ Review Date Type Description I Target Date Completed Date As ned To Status 1/25/2016 JBILD 1 12/11/20116 1 JKevin Olander lin Review Uploaded Files Upload File Date File 1/25/2016 11:11:12 AM 1625 Plans Part2.Ddf 1'1/25/2016 11:10:50 AM E25 Plans Part Iodf � �( 1-1/25/2016 10:20:18 AM GApplication.pdf 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. 0 One (1) City of Arlington Commercial/Multi-Family Permit Application (One permit application per building or structure is required) ❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Three (3) Architectural Drawings ❑ Three (2) Structural Drawings ❑ Three (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. Page 1 of 7 ' COMMERCIAL REMODEL PERMIT APPLICATION ` h 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 APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2012 International Building Code(IBC) 2. 2012 International Residential Code(IRC) 3. 2012 International Mechanical Code (IMC) 4. 2012 International Fuel Gas Code (IFGC) 5. 2012 International Fire Code (IFC) 6. 2012 Uniform Plumbing Code(UPC) 7. 2012 International Property Maintenance Code(IPMC) 8. 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: 1,500psf unless a Geo-Technical Report is provided. (IBC Table 1804.2& IRC R401.4.1) D. PLANS AND DRAWINGS Submit three (3)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. 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. 0 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 set backs, 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. @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 1/4-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. Page 3 of 7 i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows,ect. 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 1/4-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. ❑ 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. Two 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 Page 4 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 591h Ave NE •Arlington, WA 98223 • Phone (360) 403 3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF CONSTRUCTION PLANS, THREE(3)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: (V) Commercial Remodel ( ) Commercial Addition ( ) Tenant Improvement Project Address: 625 S. Stillaguamish Ave Parcel ID#: Project Description: Re-Roof; Re-Side; Facility maintenance Legal Description: Project Valuation: $1,000,000 Owner: Vintage Housing Phone Number: (949)721 6775 Address: 369 San Miquel Dr. Suite 135 City: Newport Beach State: CA Zip Code:92660 Contact Person:Pete Kanyer, Nystrom+Olson Architecture Phone Number: (509)328 6464 Cell Phone: (509)328 6464 E-mail: kanyer@nystromolson.com Address:502 W Riverside, Suite 200 City:Spokane State: WA Zip Code:99201 Contractor: Inland Washington, LLC Phone Number: (509)321 3216 Address: 1620 N. Mamer Rd., Bldg B City:Spokane State: WA Zip Code:99216 Contractor's License Number:INLANWL962OZ Expiration:9/9/16 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: Page 6 of 7 COMMERCIAL REMODEL t } 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 moot current information,ploasc contact the City of Arlington Permit Center at (360) 403-3551 or by email to ced(cDarlingtonwa.cloV 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. Page 5 of 7 t COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360) 403 3 Project Name/Tenant Rosecreek Apts (Vintage at Arlington) Site Address625 S. Stillaguamish Ave Bldg/Unit/Suite IBC Construction Type Type 5A(as built-UBC IBC Occupancy Type R-2, A-3 (as built-UBC R- Description of Use Multi-Family/Senior Living Apartments Building Square Footage91,350 SF Number of Stories3 Square Footage Per Floor30,985 SF (1 st), 30,407 SF (2nd), 29,958 SF (3rd), 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: 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 Peter Kanyer 01/22/2016 Print Applicants Name Date FOR STAFF USE ONLY Received Permit# Accepted By Amount Received Receipt# Date R i Page 7 of 7 Kevin Olander From: Peter Kanyer <kanyer@nystromolson.com> Sent: Friday, February 19, 2016 8:29 AM To: Kevin Olander Subject: FW:Vintage Rehabs -Arlington Projects/Valuation Kevin, In regards to our phone conversation yesterday, I requested the breakdown in costs from the contractor yesterday for Twin Ponds and Rosecreek Apartments. Below is the information I received back from them. Is this adequate for what you need? Please let me know if you need anything else. Again, I appreciate you contacting us in regards to this matter. Thank you, n + Pete Kanyer,AJA.IEEDAP Praied Manager !'da 6r 4i,tr 17drtNJ+I_+erii c irgr 502 W Riverside, Wile 2W Spokane WA 99201 USA (509)328 6464 d 117N Pfg(f,,mdwo,,")q From: TJ Baseler [mailto:tjb@inlandconstruction.com] Sent: Thursday, February 18, 2016 5:37 PM To: Peter Kanyer Cc: Mark Ossello Subject: Vintage Rehabs - Arlington Projects/Valuation Pete, As you mentioned on the phone and in my office today,the City of Arlington felt that we should not have a permit fee as great as the valuation which was the contract value. So, let's try just the work that is being permitted for the valuation. See numbers below. Vintage at Arlington: • Roofing(Remove& Replace) -$118,306 • Vinyl Siding (Remove& Replace)-$514,300 Total Permitted Work Valuation-$632,606 The Timbers by Vintage: • Build Pergola (included slab &stonework)-$14,250 • Roofing(Remove & Replace)—$192,245 1 • Vinyl Siding (Remove& Rep,ace)—738,000 Total Permitted Work Valuation.-$944,495 If they need more information, let me know. Thanks, TJ Baseler Inland Group 120 W.Cataldo Ave.Suite 100 Spokane,WA 99201 T: 509-321-3227 1 F: 509-922-2251 www.inlandconstruction.com 2 WOOD DECK CONSTRUCTIM GUIDE Figure 13A. Wood I-Joist Profile. Figure 13B. Metal Plate Connected (MPC)Wood Floor Trusses with a 2x4 Lumber"Ribbon" at the Ends of the Trusses. 2x4 RIBBON BOARD-not intended for deck attachment MPC FLOOR A TRUSSES ter, FOUNDATION WALL Figure 14. General Attachment of Ledger Board to Band Joist or Rim Joist. remove siding at ledger exterior sheathing prior to installation existing stud wall f threshold carefully flashed and caulked to prevent water intrusion existing 2x band joist ledger and joist flush on top or 1"minimum continuous flashing EWP rim joist ; extending past joist hanger 2Imin. - deck joist 1-5/52 1/2"diameter lag 2x floor joist, screws or wood I-joist, through-bolts with or MPCWT .• •�•• �- joist hanger washers existing ► wall 2x ledger board; must be greater than or equal to the depth of the deck joist and no greater than the depth of the house band or rim joist Figure 15. Attachment of Ledger Board to Foundation Wall (Concrete or Solid Masonry). embed anchors per manufacturer :. recommendations to resist corrosion and decay, this area should be caulked --deck joist existing concrete or solid masonry' wall , 1/2"diameter "Note: Blocks filled _ approved expansion, with grout or epoxy,or adhesive concrete at anchors with washers joist hanger n anchor locationsfor new construction 2x ledger board; must be greater than or equal to the size of the joist American Wood Council OP" FICE COPY i WOOD DECK CONSTRUCTOR GUIDE Placement of lag screws or bolts in deck ledgers the deck ledger(see Figure 19). Proper installation of lag The lag screws or bolts shall be placed as shown in screws or bolts shall be verified by the authority having Figure 19. The lag screws or bolts shall be staggered jurisdiction. from the top to the bottom along the horizontal run of Figure 19. Ledger Board Fastener Spacing and Clearances. See Table 5 iv c stagger fasteners Figure 14 for rim See Fi ` E in 2 rows g / joist fastener spacing ® U 5.5"*min.for 2x8 *Distance can be reduced to 4.5" 5"max.1 6.5" min.for 2x10 if lag screws are used or bolt t (F>> (� _7.5"min.for 2x12 spacing is reduced to that of lag screws to attach 2x8 2"min. lag screw, through-bolt, or ledgers to 2x8 band joists (1/2" ledger anchor with washer 3/4"min. stacked washers not permitted) Througl7-Bo!!s manufacturer's recommendations.All anchors must have Through-bolts shall have a diameter of/2".Pilot holes washers. for through-bolts shall be 17/32"to 9/16" in diameter. Through-bolts require washers at the bolt head and nut. Lag Screws Lag screws shall have a diameter of%" (see MINIMUM Expansion and Adhesive Anchors REQUIREMENTS). Lag screws may be used only when Use approved expansion or adhesive anchors when the field conditions conform to those shown in Figure attaching a ledger board to a concrete or solid masonry 14. See Figure 20 for lag screw length and shank wall as shown in Figure 15. Expansion and adhesive requirements. All lag screws shall be installed with anchor bolts shall have a diameter of 1/2". Minimum washers. spacing and embedment length shall be per the Figure 20. Lag Screw Requirements. lag screws must be hot- _ dipped galvanized or stainless steel only (V 1y screw must penetrate T I beyond band board 1-1/2"shank length must extend through .� N � `� a minimum of 1/2" (no threads) existing band board Lag screw installation requirements: Each lag screw The threaded portion of the lag screw shall be inserted shall have pilot holes drilled as follows: 1)Drill a'/2" into the pilot hole by turning. DO NOT DRIVE LAG diameter hole in the ledger board,2)Drill a 5/16" SCREWS WITH A HAMMER. Use soap or a wood- diameter hole into the band board of the house.DO NOT compatible lubricant as required to facilitate tightening. DRILL A ''/2" DIAMETER HOLE INTO THE BAND Each lag screw shall be thoroughly tightened(snug but BOARD. not over-tightened to avoid wood damage). American Wood Council r � I ie � Figure 22. Lateral Load Device with Joists Parallel to Deck Joists. floor sheathing nailing at — fasteners per Table 5 6"maximum on center to joist with hold down hold-down or similar tension device 7away ,may be 1:12 e house deck joist solid sawnfloor joist beam&post for non-ledger g decks (for non-ledger decks, blocking or framing angle) 36"min. attach to 1-joist — fasteners per Table 5 wl a minimum of(19)8d nails — hold-down or similar tension device deck joist . Z I� Lthreaded rod,may be sloped up to 1:12 minimum 2x6 x 36" away from the house attached to joist web wl (16) 10d nails and clinch 1-joist IFN_ beam&post joist hanger for non-ledger (for non-ledger decks, decks blocking or framing angle) Figure 23. Lateral Load Device with Joists Perpendicular to Deck Joists. threaded rod,may be sloped up to 1:12 _ 6 ft,min. I away from the house extent of blocking attach blocking to deck wl — fasteners per Table 5 10d nails at 4"o.c.staggered \ hold-down or similar tension device deck joist minimum 1 12'thick floor joist blocking, Blocks must (1-joist or fill bayand fit snugly joist hanger 9 Y solid joist) (for non-ledger deck, beam&post for non-ledger decks blocking,or framing angle) American Wood Council i M PRESCRIPME RESIDENTIAL 1 1 1 DECK CONSTRUCT16N GUIDE GUARD REQUIREMENTS 24. Other methods and materials may be used for guard All decks greater than 30" above grade are required to construction when approved by the authority having have a guard[R312.1] -one example is shown in Figure jurisdiction. Figure 24. Example Guard Detail. 2x2 baluster,typical 4x4 post,typical 2x6 or 5/4 board rail cap:attach to guard post with DO NOT NOTCH ti f-e—6'-0"maximum spacing (3)#12 byy 3"long screws or(3)16d threaded nails with 0.148"nominal diameter 36" minimum 2x4 top and bottom; attach to guard post with (2)8d threaded nails or (2)#8#8 wood screws>_2-'/z' ,a .` O long on inside face --minimum nominal 2x8 OF] rim or outside joist (2)1/2"diameter- openings shall not allow attach balusters at top and bottom through-bolts the passage of a 4" with(1)#8 wood screw or(2)8d and washers diameter sphere post-frame threaded nails with 0.135"nominal diameter GUARD POST ATTACHMENTS FOR REQUIRED Figure 25. Guard posts for required guards that run GUARDS perpendicular to the deck joists shall be attached to the Deck guard posts for required guards shall be a rim joist in accordance with Figure 26. Only hold-down minimum 4x4(nominal)with an adjusted bending anchor models meeting these minimum requirements design value not less than 1,100 psi. Outside joists and shall be used. Hold-down anchors shall have a minimum rim joists to which guard posts are attached shall be a allowable tension load of 1,800 pounds for a 36" minimum of 2x8(nominal). maximum guard height and be installed in accordance with the manufacturer's instructions. Guard posts for required guards which run parallel to the deck joists shall be attached to the outside joist per Figure 25. Guard Post to Outside-Joist Example. see FIGURE 24 for guard 'guard posts can be installed as guard posts may be —component attachment shown in Figure 26 (between joists) located on either side requirements if blocking is installed as shown below of the outside-joist i within 12"of each side of the post i at first interior bay, provide 2x blocking at guard posts guard post with hold-down anchors; attach blocking with 10d threaded nails top and bottom, each side (2)1/2"dia. through- bolts and washers � outside-Joist—� min. 2x8 (nom.) Alternate attachment of hold-down 2" min. _ - U;A anchors to framing members 2-1/2" min. and 5"max. possible per manufacturer's 2" min. _ - instructions. _ outside-joist- SECTION guard post" PLAN VIEW min. 2x8(nom.) American Wood Council 1 1ENTIAL WOOD DECK CONSTRUCTIONGUIDE Figure 26. Guard Post to Rim Joist Example. Alternate attachment of hold-down anchors to framing members possible per manufacturer's instructions. see FIGURE 24 for guard hold-down anchor component attachment requirements joists guard post guard post — align guard post at joist rim joist locations min. 2x8 (nom.) ` hold-down anchor14 rim joist joist rim joist — = min. 2x8 (nom.) min. 2x8 (nom.) minimum (2)1/2" 0 _ l2" min. hold-down anchor/ diameter through- 2-1/2" min. and 5" max. bolts and washers _12" min. at joist location between joists SECTION PLAN VIEWS STAIR REQUIREMENTS Figure 27. Tread and Riser Detail. Stairs,stair stringers,and stair guards shall meet the requirements shown in Figure 27 through Figure 34 and riser may be open,but Table 6 except where amended by the local jurisdiction. shall not allow the All stringers shall be a minimum of 2x12. Stair stringers sPphere a of a a"diameter shall not span more than the dimensions shown in Figure 10"minimum 28. If the stringer span exceeds these dimensions,then a tread width 4x4 post may be provided to support the stringer and 7-3/4"maximum riser;height shall I shorten its span length.The 4x4 post shall be notched not deviate from risers:1x material,minimum and bolted to the stringer with 2 '/2" diameter through- one another by k g ( ) OUg }} bolts with washers per Figure 8A.The post shall be more than 3I8" L centered on a 12„ diameter or 10„ square, 6„thick treads:see Figure 29 and Table 6 i L footing. The footing shall be constructed as shown in -�i' 3/4"-1-1/4°nosing;nosing shall not deviate from one Figure 34 and attached to the post as shown in Figure 12. another by more than 3/8" An intermediate landing may also be provided to shorten the stringer span(see provisions below). If the total vertical height of a stairway exceeds I T-0",then an intermediate landing shall be required. All intermediate stair landings must be designed and constructed as a non-ledger deck using the details in this document. Stairs shall be a minimum of 36" in width as shown in Figure 33 [R311.7]. If only cut stringers are used, a minimum of three are required. For stairs greater than 36" in width, a combination of cut and solid stringers can be used, but shall be placed at a maximum spacing of 18" on center(see Figure 29). The width of each landing shall not be less than the width of the stairway served. Every rectangular landing shall have a minimum dimension of 36" measured in the direction of travel and no less than the width of the stairway served [R311.7]. American Wood Council I �� PROJECT: VINTAGE REHAB o ms ROSECREEK APTS (VINTAGE AT ARLINGTON) 0 = �E o U NT � N 625 S. STILLAGUAMISH AVENUE � - 0 - 6 ARLI NGTON, WASHINGTON 98223 VII h N U m m 3� o n PROJECT TEAM N OWNER ARCHITECT VINTAGE HOUSING NYSTROM+OLSON ARCHITECTURE 369 SAN MIGUEL DRIVE,SUITE 135 502 WEST RIVERSIDE AVE.SUITE#200 NEWPORT BEACH,CA 92660 SPOKANE,WASHINGTON 99201 CHRIS OLSON 509.326.6464 NENti01[S uESCRIPFEON I DAVE GENERAL CONTRACTOR INLAND WASHINGTON,LLC 1620 N.MAMER RD.,BLDG.B SPOKANE,WASHINGTON 99216 MARK OSSELLO 509-321.3216 10359 REG31FRE0 DRAWING SYMBOLS DRAWING INDEX rtcT 'a1+�Aclow[asor EARTH INSULATED GLAZING PROPERTY UNE h ELEVATION POINT/ STATE t)FYTA9NGIOM 4 CORNER POINT GENERAL ® POROUS FILL-GRAVEL LOOSE/BAIT INSULATION ley EXISTING GRADE LINE ARCWEMRAL NORTH ARROW IJrT> S� OSAND FILL RIGID INSULATION —185 NEW GRADE LINE _�YSfr v h(1 B5) SECTION MARK REF YtC^�➢rG r CONCRETE �� GYPSUM BOARD Y EXISTING SPOT ELEVATION CONCRETE MASONRY UNIT T' NEWSPOTELEVATION / 1 DETAIL REFERENCE ACOUSTIC TILE/PANEL � � J� Z A9.1 BRICK MASONRY SWALEIFLOW LINE �\ CEMENT PLASTER }— L DETAIL REFERENCE r ® STONE PARTICLE BOARD ®TRENCH DRAIN A9'1 ONtll METAL.LARGE SCALE ® AREA DRAIN 1 INTERIOR ELEVATION REF. J 1Q SHEET NOTE � M METAL,SMALL SCALE Z— FLUSH SURFACE MEETING L.L DOOR SYMBOL EXI ENIOR ELEVATION REF. — FRAMING LUMBER BUILDING GRID LINE AS'� WINDOW SYMBOL Z) PLYWOOD O —- STRUCTURE FEN IERUNE ((w w FINISH LUMBER O GRID LINE *W.P. DIMENSION WORK POINT REVISION CLOUD M "� SINGLE GLAZING p020oM ROOM SYMBOL DRAWING MATCH LINE Q OR M ABBREVIATIONS ICE <1 R �FusO"XVCUA r,,[pnorHF[[AeEwEvurnNSNorLLsr[oHEnE U Aw ,rr I� Q a ln C L wLv_ali\ orre[ ss nl ��/ s —A, w.a ",„„[ \ !Q[E 0 .IAypAIo awmm 00, COME� Sim W of, Y O AMlttM( ♦!"tAvn MR rEA n 'vinil(a[ OM � !tM 04, OIL oullL NOWO. PlA5/F STAOCf.OTn;CT:AY - --- --- V uw J O .Cl .cnn,rh c[aw ta[ w nAlc M_1 IY[,µ rt�a xao W ntoust Mroln, U!A LI41,'WV IA"¢. E�PKr--SVw r« ann SwuFu[�v �! M , �W1 CITY OF ARlLINGTON Q AI[!O!Mfl1rq.AA1[ ON , YWI, CMInY, M[A MID! NIbrKCI U\o IMYM'il 414_MlnniMl IiiR":AIM. 1T1[IND'[ .,t. ,�.., „D� A .� A�.�.�K�I,n BUILDING DEPARTMENT z �w � z K IK10fq ,(!V (.4 t _Al[W ,D _ .t 1 lf! V ¢K I[t t[CIIII(IL NSLN- r , M P[G'LEI 1,! lMM4L lu(. li"[SrirK[ _ R9 IMOA TL l,tl.[l[lgt" _ F ,I� n11. AN . YkVt n [SS. Ot)f1f[l' [ fJ I9 Wl t10M [KRIlOR YII. iVT�V —I VCT \�, - P E \ /o/ r�I�1� I..L r.l[ _00 M[a,sl[" \[Of \[nTck a / LL W Q CFM ['MANIC ! IKItyOtCiA MCMIr., Ww;H. V¢N cE! [!►VI Yl6,tKA! f. IK W,f,I 1 V 1 M iM V.11 4_IU �M M1 nA[r PROJ.R 15.311 Cl". ITFIK! l • _ IDor �_i_M'NI.V nt. OLIIMnlu !L�[1M ,a !Ar DRAWN: PJK ifu aim FLOOR Nl5[1n.KO.L E WO CHECKED: CRO F_(�JJI [liKY1 ruplVy 110 v10 �.IMIW n5 /SONOOp Wo N .fl - DAIS: 01221fi FCC n m,GM[ u A1Kn xAlocac w.tearlaaF NO CHANIM AVTHIMIM .OVV f:nlNQc of I.Q O< VI �NJINODNIIMfi cliYl cals,. m , , npu r n In rq, f�IC :•n. ytr, M w+rnMF Iun UNLESS APPROVED py TI.[ r_n nTi r ID Sxxc - !vra[Iba UNLESS APPROVED v, � G O. BUILDING INSPECTOR COVER SHEET SITE PLAN GENERAL NOTES ruw+ PAFMI.Ki,Zt.'lall nrvTNTma A ALL CONTMCTORS(SUROOMRACTORS TO WSR SIiEANp VFAFYALL STALL E LL TO RE 9NAf TO REMAIN WESLEY ST. OOIDIIX)NSAfn FMSTWG SPOT REVAIpFS FF]D VFICFYALLSRE pIMBSN]FS AFDCW{igWTENEW NOW(ASREOUPIEOMA111IX6'LING COND11101.6 REPOM ANY D6OflFPANCEG 101HE OMJEN AND AgOH1EOT D. IHE OMEI16flESPO1♦9DLE FYMi NLSpISlES11NGA1D ANALYSIS AMM. r !'�FNJ[pIL71E1[ INTEEWTIONT-ORAMEDFgONTHEI]WNER o E CDNIRA(:1O111ITNDIFY LIX'AL9GTINE'SFIMCE PIUOII IOANYIXGVAIIDFI O ro� 0. DE Gp1pNLCp01YC7d1oPFtMMIRtfORA{Lt1lpplpyA•OBtOMFNf pt U D6NilAND EptTVAY1RNtYfrMChW[51016 Mw1LNt/ntDW.+1 N E NEW CDNsOafitlpFlp TEWAttOIaAVGT'WIN FM FAvuAcluwff3 3 D _ REa11NElAENis ACLYIfltb00FKORCTICMBfANOrNCCAfOGpKpYroru FFITFI� E Ru111rIGFAOESAFD gEGI11AlpN5 O `• Y o F REPNIREGNI-DERAVEGELO-1104NE IIMAF9 UFAR OF pUr1AVGS pQ T G gEWNRAIN IFApER Ai ONE IIXAIpN COORDINATE VATH OTHER U N H NEHOJESEDINENFATKNIATALLGTLH94WY; RFPANCE-M + YW/OTA STRIPES I A Pew ASPfNLT PAVEMFIJTND PROJNESFAU3MT N M I \ J ALL PAWNNGAAE0.5 TORE RFJWNIEDVAIH A•PpgNNG S111PNG AITN]P K ALLSIEUGfD FIXIUgF 6BTIEPS TFPIACEDVADINEW IE0511E OCNiFT�11.� E �' n ® OMYtMNI.-WMO O ' a INfTNV.m4k i - -1 >ID AcaSS"'P, I I I SITE PLAN KEYNOTES L 1 rnwt rower rnrw�! WMa IrFHOGFI I I �� L COOF 91FV:v.ItM. IpAOyE IXNIINGYlOOD FENCE:RF]'IAPEWIfH FEW HNYLFENOE �N A AFLfS'JNt T w/AftFKOBLCT NSlti51Rl. I I I p2.P1 COLOIE SFL3:Tf1iOM MANUFACIIlRFA55fANDARDCOlDl1 PACIFY N (.) j C, PARKING STALL LOANNG20NE PAflKINGSTALL I 'C PER WE P- 5'-VMINATNON PERSREPIAN ` gBAOVEFTESIING GAMRDIPY ATPEDESRiANRPNC£PAl1:HAlU REPAN ` 3N VAN PCCES I I I J 5.p1 RRNGEOECMINGAS RECURMATRNLATTAOHW.NSTALLNEWCPLVANQFD I I i I E GWWMPTI PANT REFENTO"l,l. p d 01 TYPICAL ACCESSIBLE STALL I o 6i j j O I 1TIlA'TM1tW � /'' I I 1 p].Ot RF1'PIq 1UIN1!-]tOEH OS01 M I -J + CP0/lYP DBDI PREPAND WJNT REA4Ys Al RiiD[£.IYPN'/IL TOP I BOTTOM PNL lI OC 1 i 1Yl]fi SQUARE TIIpE,PALM UNEOFWALL\ PICK Y�fi SDNARE PICKETS PAINT ' ! 1 POST 5k4e SQUARE NBE PA I � �1 , ti nt�asloNS �.� I two, T 1 I KN� I mo,Tw. 3M-1I 1/4'RASE PIA1F I y bl fnNAt TT. ATTACALOWpNON OF RWUNG POST TYP OECRFTFNFrWASOCC.AIi I = 1 � I 6tAlE�OF TASIiG1iGi 02 GUARDRAIL x 1 _ Ig I � I I I I I I I J I POND Q I (Dw Q > co ; =I W a rn f / W Y0Q �SITE PLAN J fff Z I f / W IU Z cnLf) Z ' j ¢ > ° tea 15.30 DRAWN: 1 JK CHECKED- CND DATE: D1.22,16 I A1 . 1 _ SITE PLAN AND DETAILS FLOOR PLANGENERAL NOTES A ALLNOTES ON fIDOR RANSMETVRCAEANUAPPLY TOALLROOR TUNS B. ALLFNSHNAEWS AN PERINSTAL LED PEfl MANl6ACTN SPECIFIP—TI52012 IBC flEOIAREMEMS AND PER GENEHMLY pCCEPIEU CONSTHUCiION PPACi10EG G IN C. VFnIFY ALLRNSH NAIElNLSElEC1DN ANDCOIONS WITH ONN dnf tN 0)a M, Olnt I•l• ORDENNGAN)NSTAl1AlIDN I •mnl M• / O D. SUILCON1flAClORS TO RIOVIOE I2%+2NN—AMNFAll FINISH MAIERMlS FOR dC,hV 41y1FIVRNAIaKRlMANCEMAQITOCONiUKDOU r ly E IMAIOYFp Ammo 4w COVAli'YA ATALLdrU.JlI V,IDINGS:PREPAND MIAIL,FWH,IE IE0011(p//NNG. -E F. IIN7AA E71AIKDNFgtIMIOP.3TOVE AND 0.VNMSHER:INSTALLNENI KIiCIIEN O >_ T M�EDODNSAN)IP,NWARE AN)SIOMC£DDOISANO HANOWPDE INSTALLNEW _ ;N ERSTNG 1= Ai E OIIILLK ...MIND � I EXISIIVO q1_ Fx ISnNG E%ISnNG 01I �' Y DwEwvG Jweuw- u,. mveulNG nwUNIT NNR I•A, FLOOR PLAN GENERAL NOTES-ALTERNATES O a wmA REEIOVEI,)AIMHNII T 7OtlD AID WIE p1•G{IAITWMH STUOI�G h4D RASE. o f� �ISTNG UI'�ir)'�. II WIEAKMi DOORS IWflW/ME AMID M. r WNG UNIT U\ G _ -.a Y IppU1T �� a NEM04E/LL.I.IM1CdaRN+IDPk A.TALLNEW UVNAIICWRIIITDPB WRH<• y.. .�°1--'� . .. .MI UMi u II DNELUNG WNIGH r =O Il\��IIIII UNIT 6 WN ALL 611NG RUMNING FIKTUIkSIN UNT:INSIALL NEW RUM&NG O N; I 5 FIXIUNEA }.,, EXISnNG IXISnNG Nt10Fi NENAVEALLIXISTNGIDxI rOIl.K1ESN{/11;M1µL NEWIGORMRIRES L Aa OIVEWNG D 'l.'EWN G fi NINAOVE ALLIX6nNGCaIKI000RSAIDIWIDINrk IN MR�RGIN) UNI D UNIT N[lV mine L Dt0 i.•)i UNII AN)IWVpWME i j L owEwNGN ExlsnNc ExISNNG pNsnNc ).EUJ-STING y V j m III GwEwNG o\vELU gRL,v.NG ` An uND JNT I. IX"T" IXIsnNG PLAN KEYNOTES DWELLING DWELLING UND laAl _I t IXISTNG 1 W01 by UMl1 .MEW N; IRVOA I A511N)dCYT•D AIIVC IJML FIrGIEII N TO REVIEW ANT E%IS11� UNIT NIT MI. O i=p Dpq+fAMLyt a�NC t tPlO0µ9� 1'�REQUIRED.MISTAL.N"" ore ro' W M. MD 1YY OtlIDIt OItA11VD0EOfIV4IYlSMIµII.VI'IMIEN1K"Or DETBUA 14 AnNYAIU[I,I��IµEOfCA WM1W KILT CONRLIIDNIY DECKp1114.r I:ItlIVD S11.DD IXISTING NOI I)II E%I— IXIS,N3LOIibIDI./,/111CN/C11[III a91N.fJWS FllW IRAueI. DWEHJ- 000�F" OWEWNG LINE OWEWNG —LUNG rn IJWEUrtNG IrMl1k �� I(Np�[p{(;TIypI10LNN.1 AIIWCriaMt ENGNFJI/01F1$IMN47pSTNG �- 11NR OIAI M UNIT UNR UNR UNIT V' y.AnapyyAO[AA OCWI1g MTµI NEVICCAN ItI}1110dNOAND 4 �`�11^/ 'A=IN'An,INW MRµ RNMCRA I DGE 21X a ADVN)Ct FUSIIING REW610N6 ATTIC VENTILATION CALCULATION NOTES • DF CFWnGH DATE ass nIE NETFIEEVENIAATVG ANFA 5114LL NOi DE LESS THAN 1I150n1 OF THE ANEA OF THE �OVERALL TYPICAL FLOOR PLAN 1•.Vjr SPACE VEMIUIEOIlNLLSS EIIMER OF THE FOLLOINNG IXCEPIIONS ME SATISFIED: + nE7�7r1{{C1g83\WIu1tONNxA U+Kl8f K1WR)FO tO RE RF916DTo WOAPRPCCOlIM11)7t t19511NN}gKPCENTAW IDl VDIC THANNPCRCENT UFTTE NEOLIIIEDVEMIIAAo AREA PROVIDED DYVE.Vn U LOCATED IN TIE lAallllr}NDM OF INEAPAC)10 BE AI VENIAED ATnM;IP14)IFF t AIDA kMaW EftCdY'OE N LNM 11f:'7NAICE aF 1HE REOI W ED)EN.AII)N xq.10LG 6 LEVEn16 DLEENEi 2. TIIE TIF ODE FREE CROSSVEMIIAIIONMEA SIIMLBE PENAIDEO TO BE HEDIIOED lO IOm WHEREACU551011SVAPdF RAPNER ISIN$TADFU DN TI+E WARM-IN-WA91Bi SIDEOFnE CDUNG M. I1 M tw ro+ 61 L2 )0 1, M. 11 F11 — t0 rot h � 11 sE-12E NI LLGK LOPE SLOPE L J r•r. -irnL C A..K� I ro, L J ILJ I L-- -- --- —, I I I L J O 7J, 1 i,9L° roT L nl I � I.IE �� °•- rot SWPC SLOPE 112 A T, M I 1N' 4:12 6:12- 10 M.I I I DO I I E- SLOPE xnrt Or I L_ _ J I I 412 L- - J L- - _ J ww c� > OVERALL ROOF PLAN W F Q aZ co= w Q � Y c5 w � gZ C'3wJ0 wC6z Z_ U) ,n > � oQ PRDJ.a 15.30 DRAWN: PJK CHECKED: CRO DATE: 01.22.16 A2.1 TYP.FLOOR&ROOF PLANS rn as rr1•(mo T Im as LINE ELEVATION GENERAL NOTES M 00 aeI M, n AUNDTES ON ELEvn110N5 ARE TYPICAL AND APPLY TO ALL EIFvnTI0N5 M a D AIL FINISHMATERW AND PERINSTAufDPERVATED ODNRERSPECIFILATION52B12 IBC REOUIPENEVTS AND PER GENEMLLV ACCEPTED CONSTRUCTON PPACTILES - 01 C VERIORDERING ANDEIMERINMATE 0SELECTON ANO COLORS WITH OWNED PRIOR TO O _ OPDEPING AND INSTAIIFTIOV N pEp D SUDCORTTF C OPS TO PROVIDE-11NIN SAVPLEOFALLFINISI IMAER—CE C A U _ I MINERS— AND ACCEPTANCE PRIOR TO CONSTRUCTION N E ALLBUILDINGSIDEWALLVEWT RMINATIONSTOBESHPOUDEOttIE 7 _ _ - 1 ;,11 ' + I �• • I '{ 'TI F. INSTALL NEW E%iEHIOfl 51GN4GF.AT ALL BUILDINGS O II Ill' I I� �' j I�TTI r r MATERIAL LEGEND + LLI �lli _ _ o 1 (( IIIIIIIIII — — - _ _III �- ® COLOR:SIAi �BY EKTERIOR POREOLIO E rQ 'w 3 m JJ V VINYL ucr:MARKET srwARENptpAlpRMdl7raln }' L : COLOR:MDCNA N (J 01 lh IIIITT _ C A 3 r _ L ELEVATION KEYNOTES c o L N 2 I tDAMMAOFASOCNJ&MIA*1 0WI'QIIa DNHMft33ANC — OO[VfM WRR14VWVALMYMIET H)X 506WLLNOYMI[' FLASHING REMOVE—TING SIDING SHUTTERS TRIM AND BUILDING—P.STRUCTl11NL NEER TO W�DUSTING fWSING DFNIAGE AT WATEREIN"%=M PS OCCURS. I I KA UMV~NEW SIDING AND 1HIM.REFER TO SHEET Afi I FOR WMI•FLASHING AND SIDING DRABS AT WINDOWS TRIM COLOR:CYPRESS 01 NORTH ELEVATION SOFFIT 11[MOIf OfDRr WrrEe Nl000NrH�0Nr M3OOLRs;INSTPLL NEW • Ofi3tlip'110N DA TE T iw oTel 1hIC Br Da cr�wralrtlrn�un�� +EDNETA-A UN[ LINE *(001 �M O NEW CONRNUOUS DOILY RAND PETER TO IAIA6I.COLOR TO MATCH TRIM m aDc rn aC nr e'0. ry^ O RFPAIVIEIu'3m 9CMnW 1NIM.REPLACE E%IS11NG iPolA UUE iO ROi PVO AT WEII O WICC AS ASu OCLLPS. Orp M 1 _ ..�li ".tTTTT�TT 10%9 _l.11 __- II -� �I �fbtEpLp ++ I I IIII II IIIII ��' ITT 11i11iL1�1�1111� 111I111! stetco mrnxarGta ILLIF Lj IT11—� T: r z _ II O J 02 NORTH ELEVATION --/IL,r_1- ¢ AiC H W u Q D M as m crm m aow rn eao+ __ w w Q r,r. < coF- Q I I• or nr Q cf) r S Q C&11 U, < cr) I Q V THEnwill W Y J Z _ - - - - - - - - - _ w � 0 Lw (ccLU � H Z U) Lo PROJ.k 15.30 - - DRAWN. PJN DATECHECKED,. .1 01.2216 03 NORTH ELEVATION A5. 1 1rAu Iv— EXTERIOR ELEVATIONS ��l l�l��l1I11 Mills ull Illillll� n N01�� wFimnrl !IIIIIIIIIIhllllll !III II II Inc IIIIII IIIIIIIIIIIII�II�1 IIII II IIIIIIIII IIIIIIII IIIIhI .I! IIIIIIII�� ___. — --- — _ k=��.: '?'�e "��'t�� ;'t��w s+�+�3:_�k�'�%,,�s4�m��e:+:;.�fy;"=�.,-'...�s�3r�:T�.t�fi?n=s`��t�_��,,r��.;�,.. ?; � ;..,' ■� �.:. � ,x ;�:�i r ��gcT*F �•l�fd� c its�,sue.vr ,��- -mot ,,+„+•y �. .Fr�'vlm�"-, °If `5::.,.. ,�`A^��S.a;ryTi•�- >.-..�� ■� � ui?4 a �1 •� uy. i'�"+3.-'TzL�t ..;t7:�3=�� t+Bf'r:"�" .i;�c.. r 4 1 .,k q� z _ 1=07M a��•-'�wi��yp��'�r� � r�1f�'t��F�`��.i�yr�.'.1s r�t� I� ■�ff i m �I a �vs fa ■- �I I ____ _�, ( h II I'�III II IIII�IIII n II 11� 1i11tllit lil I I� IIIIIII!IIIIIIIIII Illlu�llll III I r Itn it nnn II Ill I I� I ��,Ml�hllfll _ _ Illlllhllllll - ��II - -- �Ilnlln I I Iilll ��I t i l tI 1�■1 ■ �� 1�-11�1 ��=�■-�-�=1iii!ih�lllul_ILIIIII� =■� illl ullll!I(Illlull III 'l ELEVATION GENERAL NOTES A. ALL NOTES ON ELEVA I IONS APE I MEIL AND AWL'TO ALL ELEVATIONS, B ALL FINISH NATENIAlS TO BE IN-1-1ED PCR MANUFACTUPRE SPECIFlCATIONS 2012 IBC REGUIREMCNTS AND PER 1CN1-ACCEPTED CONSTRUCTION PRACTICCS. C VERIFY ALLFINISHMATERVISELECTIOVANDCOLOPSWRHOWNEPRIORTO f17 ORDERING AND INSTAL-N N EE D SUBCONTRACTORS TOPTIG-E-11MIN SAMPLEOFAILFINISHNATEFLALSFOR O OWNER REVIEW AND REVI AND ACCEPTANCE PRIOR TO CONSTRUCTION- d.6 WY WALL o E ALL BUIONNG SIDE VENT TENINAnONS TO BE SHROUDED TYPE 7 �i_ F. INSTALL NEV/EX TEPIOR SIGNAGE Al ALL BUILDINGS " C E O X + rre aro+ ;ti -• 5 }M-1 MATERIAL LEGEND + v '' nn.0 i' ktao-MIN ' fo �N' � -t -� L'aNe!�+f''•'•, >a Br IC(TERIDR PORTFDuo O `.�•;• •+x S } h �T*�,A ht - -f7N �jK+::..`-'•u W, ood fm. _a ,�1 rr� i aE x:�:r :#?<.ryL 1" •� _Sis-�;t'��.. r-1 aaolnew. :Dfi N t O p - —, - - - ELEVATION KEYNOTES nn was• - _ _ � [D t•YO I1((I��IIIII 1tr�ry Ot tYY RIAValmoIIWO0NN0.511uC1ARN1 ENGM"tOfrRM'AiE"3 NO • -- I EEP m1 .LJ !II'III °].01 51A'AILM3IVMI('►I$f70I1011 N'AWI NEW C�I/'OYNyE11C0►�ANO Illllllll I�QIVCNVE1KfE1M1I[1f11EDGE,90lYAllMOTMIIY Ililr,li FIASHWG REMWEEXIORDI IDING BHUTTERS 1RIM ANOBUILDIVG%-%STRUCNRAL 01.02 DAIVAGERTVVAlWIWHROC4ASOMUET.IMSIA161NYCfGV~AV� DAMAGEAT WATEREEF.TO STASOCCDRS.IVVRAP FLASHIMlrANM SITING.W BIDING AND 1 HIM.REFER i0 SHEET Afi I FOR WNAP FIASHING AND SITING -• � i❑ � 1,�---�� DETAILSATWVVKS- TNM COLOR:CYPRESS _ 01ONoutp% o 4a SOFFIT. 'O COWB4�MMaE REASMS IOMWf ormQ IInNq DO.V"W1 M aCp/G:INSTALL NEW • DESCRIPTION MATE w.ot MUMILDUCk V$r"LE OUPRBM WIR I M INZOWD META 1 -------_ _II_ WAO W _ - DO0018 COLOR I - - ----- - _- - - --- - ---1-- NEW CONTINUOUS BELLS BAND REFER TO 11A61 COLOP TO NATCN TPIIA O1WEST ELEVATION REPAMLRISIIN WATERWMM1GEASOCCunsDTRM PENACE ExISPNG TRIM DUE iO HOi AND iCI AIA rW 1fpB1 �� ctt YtAf7M•DYltt9PY StAIEDrW�lS1176TW 9a41 M' 4^'a M© Sy. *+lal iYd h' t __ �-•.— y.. -r-a dd r.Y A r �� o~ c� a F-LLJ cr- QUJ Z = M ------�- - - Q N cm co 02�E.."ION w Q m Ye w z w ZcnLZ 0 > arc Q 15.0o PJK CRO of 2216 A5.3 EXTERIOR ELEVATIONS />aINRIWNl A9ZWEr,I) _ �- £1�IWVNLLA1r.E/Arlp �[�F Q - -T o f- RLMAIN w I � #NGNCNWN CMIO SDIDCII }[ _- NwvElwwxxgANllxilRq COµN LETES—FRELIETIRNHON£ O.1POUlrNN -- V it } WRAP SEE EI£VATIDN5 FOR \� SIDINGGVEIIB"-- FLASHINGATJAMBIIIEADSTYLE -P.SIRE ELEVAOONSFIXI 1 TH.LAD AAiE.EG Ip. 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Z OgEO"O"90EC°'"E"� 08 TYP.MODIFIED BITUMEN ROOF FLASHING - -- , ------------ ---- 1 OTYP.GUTTER AT EAVE Q Q v TDP OF DECKING SCA£1 r-Ptl , SSE 11 r-„rr m � `; U) N IICDA LNEW OMROOFING ! �/— N INSTALL NEW COMP0.5RION \ 5 AyL ROOFING OVER IS M FELT. ` w Mo orA11E�ClJIw'ol�gpF I co srµ&"; U x rr4l"D METAL DNP FLASHING DOPING OVER ISM FELT rAW dCKING M1EC-ENM1 -� DECKING REPLACEMENT J KX AW rnos z NIt I11 ASrYq IN1 Ai1g1NAL11q.IN Q —�r atN f", ZIl -061 URI.r 11111 REMINE EWIRI GEAENT.ENT q m«k,q NNLL 1 1 1 I DEQUIINSLNEWWOGEVENT:VERIFY rpyNy,fYDVWLLLIIACP `�`-.- FLASHINUx1FTOAIA Ali V W J O REOURED VENTING APEA �E.�N FLASHING COLOR TO ADJ SOINC x[LO,t CYBIIgMpfW /t1oT IN.(EM1l /y �ROOFINGVVER 15'IpF6E1L1 �` EIJSI1NG YaNMJ01ST,ON VM1 FlBER CFMENTTRIM CONORTo - < IL lA MATCHADJ SIDINBE GLAN L U V) cc"", IFNAVIAIm SIDES} w � Z _ - PVINYLTRVAAONN'fl tj\ - - 1 1 J u Z `�. /� WmDa'noxnailva i � www saaEaAnderpN cm cc . -fxrI11N}Ngl'IWYNRI lO ENISTIVG}PLYVVOOD SHEATHNG- I .. _ :�' -ncAJucl w.IlgWOOprA,AAE KLWt - IrhKi DME rolq/ANDNAIIN j 15 O-AGJMIDCCWi /Xr.1l41 lrA ltµwtJ TIT PJK RD REMAIN � C CH ECKCKED: CRO VVIMAIEp VT "Ifl DATE: D1.22.1fi P VM TRIM JLHANNEL 1 1 TYP.RAKE FLASHING 12 TYP.RIDGE VENT _ 13 TYP.VALLEY FLASHING 09 TYP.FLASHING AT DECK 14 BELLY BAND FLASHING ^ G■ i swL,17-Ib fcAM-IIm.I•.Y iCNL,rT-,'V YME:r. %WU11r.m /`1V 1 DOOR AND WINDOW DETAILS -� � AIA Document G704 TI1 — 2000 Ceirfificate of Substantial Completion PROJECT:(Name and address) PROJECT NUMBER: 15.30 Vintage at Arlington OWNER 625 Stillaguamish Ave,Arlington CONTRACT FOR: General Construction ARCHITECT III CONTRACT DATE: 01/20/2016 CONTRACTOR NI TO OWNER:(Name and address) TO CONTRACTOR:(Name and address) Vintage at Arlington,LP inland Washington,LLC FIELD 369 San Miguel Drive,Ste 135 120 W Cataldo Ave,Ste 100 OTHER❑ Newport Beach CA 92660 Spokane WA 99201 Project or portion of the Project designated for partial occupancy or use shall include: Entire rehabilitation project:roofing tear-off with re-roof,re-side,other facility maintenance and site improvements of existing building. The Work performed under this Contract has been reviewed and found,to the Architect's best knowledge,information and belief,to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use.The date of Substantial Completion of the Project or portion designated above is the date of issuance established by this Certificate,which is also the date of commencement of applicable warranties required by the Contract Documents,except as stated below: Warranty Date of commencement 10/30/2016 Nystrom+Olson Architecture 01!16/2017 ARCHITECT BY(Sigllar,u•) Of DATE OF ISSUANCE A list of items to be completed or corrected is attached hereto.The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.Unless otherwise agreed to in writing,the date of commencement of warranties for items on the attached list will be the date of issuance of the final Certificate of Payment or the date of Final payment. Cost estimate of Work that is incomplete or defective: S None The Contractor will complete or correct the Work on the list of items attached hereto within N/A ( N/A )days from the above date of Substantial Completion. Inland Washington.LLC /—L,)_1 -,I- CONTRACTOR BY(Signattwe) DATE The Owner accepts the Work or designated portion as substantially complete and will assume full possession at (lime)on (date). Vintage at Arlington LP OWNER BY(Signanwe) DATE The responsibilities of the Owner and Contractor for security,maintenance,heat,utilities,damage to the Work and insurance shall be as follows: OVOTE:Owner's and Contracior's legal and in,s a-ance counsel should determine and review insurance requirements and coverage.) AIA Document G704"'—2000.Copyright 0 1263,1970,1992 and 2000 by The American Institute of Architects.All rtr3hn iesurved.WARNING:This AIA' Document is protected by U S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA-Document, or any portion of it,mey result in severe civil and criminal penalties,and wlll be prosecuted to the maximum extent possihle under the law This document was created on 01/10/2017 19:18:31 under the terms of AIA Documents-on-Demand""order no 2009537580 •and is not for resale This document Is licensed by the American Institute of Architects for one-time use oniy,and may not be reproduced prior to its completion. CITY OF ARLINGTON e 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:625 S.Stillaquamish Ave Permit#:890 Parcel#:00756900000501 Valuation: 1000000.00 OWNER APPLICANT _ CONTRACTOR Name:VINTAGE HOUSING HOLDINGS,LLC Name:Vintage Housing Name:Inland Washington,LLC Address:369 MIGUEL DR# 135 Address:369 San Miquel Dr.Suite 135 Address: 1620 N.Manner Rd,Blg B City,State Zip:NEWPORT BEACH,CA 92660 City,State Zip:Newport Beach,CA 92660 City,State Zip:Spokane,WA 99216 Phone:949-721-6775 Phone:509-328-6464 Phone: 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: 3 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 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. IBCI10/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and co Arli t t i#3 I. Signature Print Name Date RPIPawd By [ tc CONDITIONS See redlined drawings and attached detail sheets. Adhere to approved plans. 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 2/24/2016 Building Permit Fee $5,156.19 2/24/2016 Photocopies $2 00 2/24/2016 State Building Code Surcharge Fee $4.50 Total Due: $5,162.69 Total Payment: $0.00 Balance Due: $5,162.69 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 ' 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. 0 One (1) City of Arlington Commercial./Multi-Family Permit Application (One permit application per building or structure is required) ❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Three (3) Architectural Drawings ❑ Three (2) Structural Drawings ❑ Three (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. Page 1 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 APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2012 International Building Code(IBC) 2. 2012 International Residential Code(IRC) 3. 2012 International Mechanical Code (IMC) 4. 2012 International Fuel Gas Code (IFGC) 5. 2012 International Fire Code (IFC) 6. 2012 Uniform Plumbing Code(UPC) 7. 2012 International Property Maintenance Code(IPMC) 8. 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: 1,500psf unless a Geo-Technical Report is provided. (IBC Table 1804.2& IRC R401.4.1) D. PLANS AND DRAWINGS Submit three (3)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. 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. 0 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 set backs, 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. 0 Floor Plan a) Plan view 1/8" minimum scale. Details a minimum 1/4-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. Page 3 of 7 i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows,ect. 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 1/4-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. ❑ 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. Two 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 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@arlingtonwa.goy 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. Page 5 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 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION PLANS, THREE(3) 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: (v� Commercial Remodel O Commercial Addition ( ) Tenant Improvement Project Address: 625 S. Stillaguamish Ave Parcel ID#: Project Description: Re-Roof; Re-Side; Facility maintenance Legal Description: Project Valuation: $1,000,000 Owner: Vintage Housing Phone Number: (949)721 6775 Address: 369 San Miguel Dr, Suite 135 City: Newport Beach State: CA Zip Code:92660 Contact Person:Pete Kanyer, Nystrom+Olson Architecture Phone Number: (509)328 6464 Cell Phone: (509)328 6464 E-mail: kanyer@nystromolson.com Address:502 W Riverside, Suite 200 City:Spokane State: WA Zip Code:99201 Contractor: Inland Washington, LLC Phone Number: (509)321 3216 Address: 1620 N. Mamer Rd., Bldg B City: Spokane State: WA Zip Code: 99216 Contractor's License Number: INLANWL962OZ Expiration:9/9/16 Plumbing Contractor: Phone Number: Address: C ty: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: C ty: State: Zip Code: Contractor's License Number: Expiration: Page 6 of 7 ' COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403 3 Project Name/Tenant Rosecreek Apts (Vintage at Arlington) Site Address625 S. Stillaguamish Ave Bldg/Unit/Suite IBC Construction Type Type 5A (as built-UBC IBC Occupancy Type R-2, A-3 (as built-UBC R- Description of Use Multi-Family/Senior Living Apartments Building Square Footage 91,350 SF Number of Stories3 Square Footage Per Floor30,985 SF (1st), 30,407 SF (2nd), 29,958 SF (3rd), 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: 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. �o .00.oao Applicants Signature Peter Kanyer 01/22/2016 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received Page 7 of 7 PROJECT: VINTAGE REHAB = ENE O @ C ROSECREEK APTS (VINTAGE AT ARLINGTON ) O Y U y 1111 625 S . STILLAGUAMISH AVENUE E _' N AR LI N GTO N WASHINGTON 98223 N rn 3� o a PROJECT TEAM cz OWNER ARCHITECT VINTAGE HOUSING NYSTROM+OLSON ARCHITECTURE 369 SAN MIGUEL DRIVE,SUITE 135 502 WEST RIVERSIDE AVE.SUITE#200 NEWPORT BEACH,CA 92660 SPOKANE,WASHINGTON 99201 CHRIS OLSON 509.328.6464 REVISIONS GENERAL CONTRACTOR #1 DESCRIPTION DATE INLAND WASHINGTON,LLC 1620 N.MAMER RD.,BLDG.B SPOKANE,WASHINGTON 99216 MARK OSSELLO 509.321,3216 10359 REGISTERED DRAWING SYMBOLS DRAWING INDEX ARC ITEGT h C RISTORHERRANDALL OLSON EARTH INSULATED GLAZING PROPERTY LINE Y CORNER OINTNT/ GENERAL STATE OF WASHINGTON �n� 30.1 COVER SHEET POROUS FILL-GRAVEL SM LOOSE/BATT INSULATION 185 EXISTING GRADE LINE ARCHITECTURAL n NORTH ARROW A1.1 SITE PLAN AND DETAILS A2.1 WP.FLOOR&ROC PLANS SAND FILL flTM RIGID INSULATION 185— NEW GRADE LINE m.1 EXTERIOR ELEVATIONS SECTION MARK REF. AS.z EXTERIOR ELEVATIONS h(185) SHMT A5.3 EXTERIORELEVATIONS CONCRETE ® GYPSUM BOARD Y EXISTING SPOT ELEVATION A6.1 DOOR,61OING,AND ROOF DETAILS CONCRETE MASONRY UNIT ® ACOUSTIC TILE/PANEL $11 NEW SPOT ELEVATION (/ 3 DETAIL REFERENCE ® BRICK MASONRY = CEMENT PLASTER SWALE/FLOW LINE O DETAIL REFERENCE STONE ® PARTICLE BOARD ® TRENCH DRAIN A9'1 r(D V ® A6.o1 1 INTERIOR ELEVATION REF. Z METAL,LARGE SCALE ® AREA DRAIN 0 SHEET NOTE J METAL,SMALL SCALE i —Z— FLUSH SURFACE MEETING cr DOOR SYMBOL EXTERIOR ELEVATION REF. Q j O FRAMING LUMBER a --- BUILDING GRID LINE A'S0 w ooz WINDOW SYMBOL Q PLYWOOD —-— STRUCTURE CENTERLINE w Z ® GRID LINE W.P. REVISION CLOUD LLI FINISH LUMBER 1 � DIMENSION WORK POINT 120 ROOM SYMBOL MQ 0 SINGLE GLAZING ROOM DRAWING MATCH LINE W NAME 7 M L_ c\j ABBREVIATIONS = �`'/^�� N oo SEE ALSO INDIVIDUAL SHEETS FOR OTHER ABBREVIATIONS NOT LISTED HERE w � < & ANO CTSK. COUNTERSUNK GA. GAUGE 0F.C.I. ONWER TURN,CONT.INSTALLED SO. SQUARE L ANGLE CTR. CENTER GAW. GALVANIZED OFF. OFFICE S.S. STAINLESS STEEL 1..� lT� @ AT CPT, CARPET G.W B. GYPSUM WALL BOARD O.C. ON CENTER STD, STANDARD V CENTERLINE DBL DOUBLE I-C. HOLLOW CORE O.D. OUTSIDE DIAMETER STL STEEL , , 1 0 DIAMETER OR ROUND DEPT, DEPARTMENT FOR, HEADER PTBD. PARTICLE BOARD STOP. STORAGE W ^ # POUND OR NUMBER DTL DETAIL I-I HARDWOOD PLAM. PLASTIC LAMINATE STRUCT.STRUCTURAL z A.C.T. ACOUSTICAL CEIUNG TILE DIA. DIAMETER H.M. HOLLOW METAL PLY. PLYWOOD SUSP, SUSPENDED J O ACCOST.ACOUSTICAL DIM. DIMENSION HORIZ. HORIZONTAL PR. PAIR SYMM. SYMMETRICAL WW ADH. ADUSTABLE ON DOWN HR. HOUR PT. POINT S.V. SHEET VINYLE APPROX.APPROXIMATE OR. DOOR HT. HEIGHT PTN. PARTITION T. TREAD U•� ARCH. ARCHITECTURAL DWG. DRAWING H.R. HANDRAIL PRESRV. PRESERVATIVE TEL TELEPHONE A.F.F. ABOVE FINISH FLOOR EA. EACH INCAN. INCANDESCENT R PAINT THK THICK BLDG. BUILDING ELEV. ELEVATION I.D. INSIDE DIAMETER(DIM.) O.T. QUARRYTILE T.V. TELEVISION BILK, BLOCK ELEC, ELECTRICAL INSUL INSULATION R. RISER TYP, TYPICAL W VJ BLKG. BLOCKING EQ. EQUAL INT. INTERIOR RED, RADIUS T.L. TRUE LENGTH 11^ � BM. BEAM EXIST. EXISTING JT. JOINT REF. REFR RWI IDERATOR U,N.C. UNLESS NOTED OTHESE -- O Lo I..L BOT. BOTTOM EXT. EXTERIOR KIT. KITCHEN REINF. REINFORCED V.C.T. VINYL COMPOSITION TILE w ^1 CAB. CABINET F.E. FIRE EXTINGUISHER MAX. MAXIMUM REQ'D. REQUIRED VERT. VERTICAL 0. rY '^ CER. CERAMIC F.E.C. FIRE EXTINGUISHER CABINET MECH, MECHANICAL RESIL. RESILIENT VEST. VESTIBULE LL (D C.F.C.I. CONT.FORK,CONT.INSTALLED F.F. FACTORY FINISH MTL METAL RM, ROOM VT. VINYLTILE C.J. CONTROLJOIW FIN. FINISH MFGR. MANUFACTURER R.O. ROUGH OPENING W/ WITH COG. CEIUNG F.I.O. FURN.AND INSTALLED BY OWNER MIN. MINIMUM RT. RUBBER TILE W.COV. WALLCOVERING PROD.# 15.30 COP. CLEAR FOR. FLOOR MISC. MISCELLANEOUS R.B. RUBBER BASE WD. WOOD DRAWN: PJK COL. COLUMN FLUOR. FLUORESCENT MTD. MOUNTED RS. REDWOOD SIDING W/O WITHOUT CHECKED: CRO CONC. CONCRETE F.O.C. FACE OFCONCRETE MUL MUWON SC. SOLD CORE WR WATERPROOF DATE: 01.22.16 CONN. CONNECTION IF FACE OF FINISH N.I.C. NOTINGONTRACT SECT. SECTION WT. WEIGHT CONST. CONSTRUCTION F.O.LO FURN.BY OWNER,INSTAL-BY GONG. NO. NUMBER SHT. SHEET W.R. WATERRESISTANT CONT. CONTINUOUS F.O.S. FACE OF STUD NOM. NOMINAL SIM. SIMILAR G 0. C.T. CERAMIC TILE FORD. FURRING N.T.S. NOT TO SCALE SPEC. SPECIFICATION COVER SHEET EXISTINGACCESSIBLE SITE PLAN GENERAL NOTES PARKING SIGN IN FRONT OF EACHACCESSIBLE A. ALL CONTRACTORS/SUB-CONTRACTORS TO VISIT SITE AND VERIFY ALL EXISTING STALL TO REMAIN W ESLEY ST. CONDITIONS AND EXISTING SPOT ELEVATIONS.FIELD VERIFY ALL SITE DIMENSIONS AND COORDINATE NEW WORK AS REQUIRED WITH EXISTING CONDITIONS.REPORT ANY DISCREPANCIES TO THE OWNER AND ARCHITECT. B. THE OWNER IS RESPONSIBLE FOR ALL SOILS TESTING AND ANALYSIS.ALL SOILS INFORMATION TO BE OBTAINED FROM THE OWNER. EXISTING CONCRETE � E C. CONTRACTOR TO NOTIFY LOCAL"DIG-LINE•SERVICE PRIOR TO ANY EXCAVATION, N TO REMAIN D. DESTHE IGN AND BEST ENTIS PRACTICES EROSIOIMPLEMENTED DURING SEDIMENT O >✓ QU TO REMAIN. — — — — - DESIGN AND BEST MANAGEMENT PRACTICER TO BE IMPLEMENTED DURING @ C CONSTRUCTION. /w � 3 y E. ALL NEW CONSTRUCTION TO BE IN ACCORDANCE WITH THE MANUFACTURER'S v+ 0 a• REQUIREMENTS,ACCEPTED CONSTRUCTION STANDARDS AND CONFORM TO ALL N E BUILDINGCODES ANDREGUTATIONS. O — . O F, ALL TREES AND OTHER VEGETATION TO BE TRIMMED CLEAR OF BUILDINGS. O y G. REP AIR RAIN LEADER AT ONE LOCATION.COORDINATE WITH OWNER. H. REMOVE SEDIMENTATION AT ALL CATCH BASINS. 1 44""•PPAINTED STRIPES, I I. PREP EXISTING ASPHALT PAVEMENT AND PROVIDE SEALCOAT.REPAIR CRACKS AS T p NECESSARY, O J. ALL PARKING AREAS TO BE REPAINTED WITH 4"PARKING STRIPING.ALLADA 333 �� — ALL 8 TE BLE LIGHT ALL IS TO BE REPLACED BEDREPAINTED,LED SITE TO LIGHT SIM FIXTURES. «a ICC-ANSI/ADA I K. ALL SITE LIGHT FIXTURES TO BE REPLACER NTH NEW REF SITE LIGHT FIXTURES. �' N COMPLIANTPAIMED \ O y 3 INTERNATIONAL —1 — d ACCESSIBILITY SITE PLAN KEYNOTES L SYMBOL PER LOCAL 8'-0•MIN. 8'-0•MIN. 3'-0� CODE STANDARDS. O f ACCESSIBLE f VANACCESSIBLEE ACCESSIBLE f REMOVE EXISTING WOOD FENCE;REPLACE WITH NEW VINYL FENCE. w N N PARKING STALL LOADING ZONE PARKING STALL I \ 02A1 COLOR:SELECT FROM MANUFACTURER'S STANDARD COLOR PALLET. U >M PER SITE PLAN 5'-0•MIN.AT NON PER SITE PLAN VAN ACCES. I \ \ REMOVE EXISTING GUARDRAIL AT PEDESTRIAN BRIDGE.PATCH AND REPAIR O BRIDGE DECKING AS REQUIRED AT RAIL ATTACHMENT.INSTALL NEW GALVANIZED i 31T1 METAL GUARDRAIL,PAINT REFER TO 02A1.1 01 TYPICAL ACCESSIBLE STALL O SCALE.1/8 1'.0„ 020 III III \ REPAIR RAIN LEADER — — \ 05.01 TYP, --J \ 0901 TYP 0901 PREP AND PAINT BEAMS AT BRIDGE,TYPICAL. TOP/BOTTOM RAIL 0201. \ \ 1Ye"50li¢•SQUARE TUBE,PAINT I \ J \ i� PICKET LINE OF WALL VV21 T9'"SQUARE PICKETS,PAINT POST SIM, IYYz A%ia SQUARE TUBE,PAINT REVISIONS r' \ \ # DESCRIPTION DATE / 05.01 TYP I z 09,01 TYP \ \ _ g I ozol I osol TYP19 . /\ I I 09.01 TYP07.01 4" T 1-1/TAM'BASE PLATE I 10359 REGISTERED 4'-0•MAX.TYP. ATTACHED TO B070MOF ----4Z RATING POST,TYP. ARC ITECT DECK FRAMING AS OCCURS I ¢ \ I RISTOPHERRANDALL OLSON 02 GUARDRAIL v= \ I STATE OF WASHINGTON SCALE:3/4"=1'-0" Ig � CO I I Z I I I I J I POND Q I / Lu -�� L" Lu I Q Q -� Q z = M = ?� N I - � W � Q0) SITE PLAN W Y g f I SCALE:V=40-01 C LLI `'3 LuJo ' I , Q Cr L) � C~'3 I I / I Z U)Lu Lo I / 0 cm / o' I , CC co Q I PROD.# 15.30 I / DRAWN: PJK C CHECKED: RO DATE: 01.22.16 I � ' A1 . 1 — • SITE PLAN AND DETAILS FLOOR PLAN GENERAL NOTES �7 v A. ALL NOTES ON FLOOR PLANS ARE TYPICAL AND APPLY TO ALL FLOOR PLANS. B. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS,M12 0].01 TYP. IBC REQUIREMENTS AND PER GENERALLY ACCEPTED CONSTRUCTION PRACTICES. 06.01 TYR 0 0].01 TYP. C ORDERING AND INSTALLATION. MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO 0T01 P. D. SUB-CONTRACTORS TO PROVIDE I2'X 12"MIN.SAMPLE OF ALL FINISH MATERIALS FOR 08.01 TYP. 06.01 TYP. OWNER'S REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. E. REMOVE EXISTING VINYL FLOOR COVERING AT ALL EXTERIOR LANDINGS;PREP AND INSTALL NEW VINYL FLOOR COVERING. F, REMOVE EXISTING REFRIGERATOR,STOVE,AND DISHWASHER;INSTALL NEW KITCHEN o i CM O APPLIANCES. 01 O G. REMOVE ALL METAL UNIT ENTRYAND STORAGE DOORS AND HARDWARE INSTALL NEW .�w t6 p EXISTING EXISTING METAL DOORS AND HARDWARE. Vl 7 3 N DWELLING DWELUNG / O UNIT UNIT EXISTING EXISTING EXISTING LXIS LING EXISTING EXISTING p DWELLING DWELLING DWELLING DWELLING DWELLING DWELLING ^ y-- - LI"IT LI"'T UNIT NIT ❑ NIT uLIT FLOOR PLAN GENERAL NOTES-ALTERNATES U U N RS I AND EXISTING 7EXISTING 3. REMOVE ALL IXISTING FLOORING HARASE;IN INSTALL WFLOORI NENG W O 1. REM VE ALL STING INTERIOR EXISTING EXISTI`.: DWELLINND BASE. G � IIIYYIII��L � DWELLI`1'; -- 2 EMOVE IOR�IXSG INTERIOR ERTOPOSR NSTDABASE; N LAMINATE COUNTERTOPS WTfH 4" � � .'O-" UNIT UNIT - DWEWNG DIL WELLING HIGH BACKSPLASH. EXISTING III��III EXISTING DWEWNG ` DWEWNG ® UNIT UNIT 4. REMOVE ALL EXISTING PLUMBING FIXTURES IN UNIT;INSTALL NEW PLUMBING UNIT UNIT E%ISTING LXI-TING FIXTURES. EXIS UN EXISTING 5. REMOVE ALL EXISTING LIGHT FIXTURES IN UNIT;INSTALL NEW LIGHT FIXNRES. N(O DWELLING lJ`:•JLLIT OWE L DWELLING 6. RE MOVE ALL EXISTING CABINET DOORS AND HARDWARE IN UNIT;INSTALL NEW DOORS N UNIT MR UNIT AND HARDWARE. D EXISTING EXISTING EXISTING EXISTING rn N DWELLING DWEWNG DWELLING DWELLING � U j m E UNIT UNIT UNIT UNIT EXISTING EXISTING EXISTING EXISTING DWELLING DWELLING C DWELLING : DWELLING UNIT UNIT PLAN KEYNOTES >- 3 UNIT UNIT EXISTING EXISTING 0601 TYp, DWELLING OW UNIT 06.01 REMOVE EXISTING DECKING.STRUCTURAL ENGINEER TO REQUIRED.AN EXISTING (v UNIT UNIT 06.01 TYP. REMOVE POSTING DECKING AS OCCURS,REPAIRER REQUIRED.INSTALL NEW 0].01 TYR TYP. TREX DECKING OR EQUIVALENT,REFER TO W/A6.1. 0].01 06.01 TYP. REMOVE IXISTING DECK RAIUNGS.INSTALL NEW WATERPROOFING AT BUILDING 0].01 ATTACHMENT.REINSTALL DECK RAILING AFTER COMPLETION OF DECK OR FLOOR 0]01 TYP. 06.01 TYP. COVERING REPAIR/REPLACEMENT AS OCCURS,REFER TO 06/A6.1, EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING D UNIT DWELLING 06,01 TYP, OWENIT DWELLING DWELLING DWELLING DWELLING DWELLING 1 UNIT UNIT UNIT UNIT UNIT UNIT 0].01 TYP. UNIT UNIT 2 OVEEXISTING EXIDAMAG ASOC.STRUCTURAL NEWCENGINEER TO COMPOSITION ROOFING EXISTING A53 0].01 TYp, A5.3 0].02 SHEATHING DAMAGE AS OCCURS.INSTALL NEW COMPOSITION ROOFING AND RIDGE VENT WITH NEW METAL PERIMETER EDGE,SIDEWALL,AND VALLEY FLASHING. REVISIONS ATTIC VENTILATION CALCULATION NOTES # DESCRIPTION DATE A5.2 A5.2 A5.2 n OVERALL TYPICAL FLOOR PLAN THE NET FREE VENTILATING ESS AREASEITHER FTHEF FOLLOWING EXCEPTIONS ARE SATISFIED: THE SCALE:1""=20'-0" SPACE VENTILATED UNLESS EITHER OF THE FOLLOWING EXCEPTIONS ARE SATISFIED: 1. THE NET FREE CROSS-VENTILATION AREA SHALL BE PERMITTED TO BE REDUCED TO 1/3W PROVIDED THAT NOT LESS THAN 50 PERCENTAND NOT MORETHAN W PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 2. THENETFREE CROSS-VENTILATION AREA SHALL BE PERMITTED TO BE REDUCED TO 1/3W WHERE A CLASS I OR II VAPOR BARRIER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. TYP. A6.1 0].02 TYPTYP TYP. 10 O_ 0].02 A6,1 TYR O].02 A6.1 TYR rm. 10359 REGISTERED n TW. _ _ _ _ ARC ITECT TYP I 10 W I o A6.1 CAI SLOPE WU' SLOPE - A6.1 I 4:12 - 412 11 TYR SLOPE SLOPE SLOPE SLOPE I As., ° o ° o I C RISTOPHER RANDALL OLSON 412 a:12 4.12 412 I I ni SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE STATE OF WASHINGTON O1I^ 13 412 412 412 412 4:12 412 4.12 412 lnp As.1 I -1- TYP 12 I 12 RIDGE J Afi.1 A6.1 12 I 12 Afi.1 Afi.1 TYP. I TYP. 12 0].02 TYP F TYP. TYP. I SLOPE WO SLOPE SLOPE SLOPE As., I SLOPE SLOPE I SLOPE SLOPE 412 - 412 I 4:12 - 412 TYP glc L 412 12 IIi J 412 412 L -i `1 _ W TYP 0].02 0] _ o L TYP' J II A6.1 0].02 L61 W02 0 - - J P W 0] V�412 A6.1L T1P TYP. LTYPTYP 0SLOPE - SLOPE 0] A61 SLOPE SLOPE - A61412 4:12 A 4:12 412 TYP.TYP. A6.1 SLOPE SLOPE SLn,P. 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(IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIII_I _I�I n I=n=1=Lo I =1=na�❑■�i■ ��I I�_� I=n-1= �1=�a1��l:na �I_inal-� =IIIII'llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll -Illllllllllllllllllllllllllllllfllllllllllllllllll�IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII__!��ii��lllllllllllllllll 1 '' ' 1 ATC ELEVATION GENERAL NOTES ry ].Ot P.0 os.o1 TW.ryP.0]01 TYR 09.01 LINE A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. 0I.02 TYP. B. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS,2012 ryP.09.01 TYP 07.02 IBC REQUIREMENTS AND PER GENERALLY ACCEPTED CONSTRUCTION PRACTICES. TYP,09.01 C. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO TYP.07.02 ORDERING AND INSTALLATION. E TYP.0]03 TYP'0].02 D. SUB-CONTRACTORSTO PROVIDE I2-X 12-MIN.SAMPLE OF ALL FINISH MATERIALS FOR 0 >- C . OWNER'S REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. w TYP.07,04 E. ALL BUILDING SIDEWALL VENT TERMINATIONS TO BE SHROUDED TYPE. ?i O / F. INSTALL NEW EXTERIOR SIGNAGEAT ALBUILDINGS. � N _ C MATERIAL LEGEND V u r TT— EL L PRODUCT:PREMIUM POINTE 360 BY EXTERIOR PORTFOLO ® COLOR:SLATE � 3 Typ.( O6 w All smom I 0 0 0 0 0 0 PRODUCT:MARKET SQUARE BY EXTERIOR PORTFOLIO su COLOR:MOCHA (J d M 1 pj ELEVATION KEYNOTES n N LL REMOVE EXISTINGROOFING.STRUCTURALENGINEERTO REVIEWANY EXISTING ON - - STALL NEW COMPOSIT RIDG SHEATH N WITH NEW METAL PERIMETER EDGE,S DEWALL,IAND VALLEYG AND FLASHING. REMOVE EXISTING SIDING,SHUTTERS,TRIM,AND BUILDING WRAP.STRUCTURAL ----------------------------------------------- 0]02 ENGINEER TO REVIEW ANY EXISTING SHEATHING OR STRUCTURAL FRAMING ----------- --- ------------------------------------------------------ -- -------- ----------- --- -------------------- ------------------------------- ------------------------------------------------- -------- DAMAGE AT WATER INTRUSION AS OCCURS,INSTALL BUILDING MAP NEW SIDING,AND TRIM.REFER TO SHEET A6,1 FOR WRAP,FLASHING,AND SIDING RMNDOWS. 01 SOUTH ELEVATION TRIM COLOR! TRIM COLOR:CYPRESS SCALE:1/6'-1't; NEW VENTED VINYL SOFFIT. 0].03 COLOR:CYPRESS REVISIONS REMOVE EXISTING GUTTER AND DOWNSPOUT AS OCCURS;INSTALL NEW # DESCRIPTION DATE 0].Oa PREFINISHED METAL'K'STYLE GUTTER WITH PREFINISHED METAL&4 TYP. DOWNSPOUTS.COLOR TO MATCH FASCIA AND TRIM. ATC ryP. 0].05 NEW CONTINUOUS BELLY BAND,REFER TO 14/A6.1.COLOR TO MATCH TRIM. 09.01 LINE 0901 ATC 0]02 TVP. 09.01 REPAINT E MAGEASOCIURS. TRIM.REPLACE EXISTING TRIM DUE TO ROT AND TW. LINE WATER DAMAGE AS OCCURS. TYP.O].03 TYP.0].02 ryP.0 3 nn L 10359 REGISTERED CT E111 ARC ILL OL ip ®� �� C STATE OF RASH OLSON STATE OF WASHINGTGN IE ED 07.05 TYP.0 i—ii i�� EE MW "CON "M Z 0 I I � ---------- -----------------------------------------------------------------------------------------------------r- -i OZSOUTH ELEVATION cr SCALE:1/8"=1'-0' L< r Lu ryP.0].01 ATC w LINE TYR ozm TYR 09.o1 W.ozm TYP.09.01 LLI ryP.09.01 TYR 07 02 TYR 07.02 TYP.09.01 TYP.0].02 TYP.0I.04 TYP.O]OS TYP 0]02 > V J `V . . ELL w � Qrn FE TYR 09.01 TYP. Y g LU TYP I-ED [:o00 0 00 o Q o a o 0 0 0 Linz U Z cnLo _j > ° (DQ a PROD.# 15.30 DRAWN: PJK CHECKED: CRO ---------r----------------------------------------------------------------------- ---- ---- ---- I --------- -----------------------------------------------------------------------�---------- ---- ---- ----------- C-� ---� DATE: 01.22.16 O3 SOUTH ELEVATION A5.2 SCALE:1/8"=1'-0" EXTERIOR ELEVATIONS ELEVATION GENERAL NOTES A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. B. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS,2012 IBC REQUIREMENTS AND PER GENERALLY ACCEPTED CONSTRUCTION PRACTICES. C. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO Q) ORDERING AND INSTALLATION. p D. SUB-CONTRACTORSTO PROVIDE I2-X 12-MIN.SAMPLE OF ALL FINISH MATERIALS FOR O >— U OWNER'S REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. C 01.01 TYP. E. ALL BUILDING SIDEWALL VENT TERMINATIONS TO BE SHROUDED TYPE. �i y F. INSTALL NEW EXTERIOR SIGNAGE AT ALL BUILDINGS. C E UIL TYP.0].01 MATERIAL LEGEND 0 c� a�z TYP.09.01 0].01 TYP. p S VINYL BOARD&BATTEN SIDING Oj N 52 TYP,07.04 09.01 TYR PRODUCT:PREMIUM POINTE 3W BY EXTERIOR PORTFOLIO r COLOR:SLATE TYP,0].02 07.04 TYP. O _ N >7 VINYL COLO PRODUCT MARKET SQUARE BY EXTERIOR PORTFOLIO /A V d M o TYP.07.os ELEVATION KEYNOTES r. cz � n TYP 0]02 0],O6 TYP. REMOVE EX G STING DAMAGE AS OCCURS.STRUCTURAL ENGINE TO ER ANY EXISTING 0],01 SHEARIDGE V NG WITH NE METALER INSTALL EREDGE,COMPOSITION ANVALLEY ROOFING AND RIDGE VENT WITH NEW METAL PERIMETER EDGE,SIDEWALL,AND VPLLEY FLASHING. REMOVE EXISTING SIDING,SHUTTERS,TRIM,AND BUILDING WRAP.STRUCTURAL 0]02 ENGINEER TO REVIEW ANY EXISTING SHEATHING OR STRUCTURAL FRAMING DAMAGE ATWATER INTRUSION AS OCCURS,INSTALL BUILDING WRAP AND NEW SIDING AND TRIM,REFER TO SHEEP A6.I FOR WRAP,FLASHING,AND BIDING DETAILS AT WINDOWS. TRIM COLOR:CYPRESS 0703 NEW VENTED VINYL SOFFIT. COLOR:CYPRESS REVISIONS REMOVE EXISTING GUTTER AND DOWNSPOUT AS OCCURS;INSTALL NEW # DESCRIPTION DATE { PREFINISHED METAL'K'STYLE GUTTER WITH PREFINISHED METAL&4 --------------- --- --------- ----- --------------J-----------------J DOWNSPOUTS.COLOR TO MATCH FASCIA AND TRIM. 0].05 NEW CONTINUOUS BELLY BAND,REFER TO 13/A6.1.COLOR TO MATCH TRIM. 01 WEST ELEVATION 09.01 REPAINT EXISTING FASCIA AND TRIM REPLACE EXISTING TRIM DUE TO ROT AND SCALE:1/8"=1'-0" WATER DAMAGE AS OCCURS. 10359 REGISTERED ARC ITECT C RISTOPHER RANDALL OLSON 07.01 TYP. STATE OF WASHINGTON TYP.ozol TYP.09.01 0].01 TYP. TYP.0].Oa 09.01 TYP, TYP,0].02 07.04 TYR 07.M TYR I'I'I'��IIII��IIII��IIII ��IIII'I'I' m lill z 10D :77 O Hill I al Z TYP.0].06 � � � � � � � � � 0706 rvP. ui J Q LLIMLL Eam L Q � FM 1111mmIll Q co P Q L--------------------J_--------------t-----rL--------1I---- ------------------------- Q z 2 M (n N 02 EAST ELEVATION w U) Q co 0) SCALE:1/8"=1'-0" Qo � wYg _ z CD wJo wUz Z CD U ¢ a PROD.# 15.30 DRAWN: PJK CHECKED: CRO DATE: 01.22.16 A5-3 EXTERIOR ELEVATIONS EXISTING WALL ASSEMBLY TO EXISTING WALL ASSEMBLY TO Q F REMAIN REMAIN PREP SHEATHINGANDEXISTING m qPx� I FULLY DAM AT ENDS,SOLDER WINDOW NAIL FIANGES TO ENSURE ''411� ��IN` �O VINYL SIDING OVERBUILDING COMPLETE SEAL OF PENETRATION �WI� WRAP,SEE ELEVATIONS FOR VINYL SIDING OVER BUILDING FLASHING AT JAMB/HEAD. INSTALL PENETRATION FLASHING �O� CY I STYLE WRAP SEE ELEVATIONS FOR STYLE EXISTING WINDOWTO REMAIN. AT JAMBS THEN HEAD.ADHERE TO I LAP BUILDING WRAP OVERNEW EXISTING WINDOW NAIL FLANGES. / PREFINISHED METAL FLASHING FLASHING OVERTOPOFNAIL PREFINISHED METAL HEAD WITH DRIP EDGE FLANGE N FLASHING TVINYL TRIM J-CHANNEL VVINYL TRIM J-CHANNEL :✓ U EXISTING WINDOW TO REMAIN. N LAS I I I WINDOW JAMB TRIM BELOW / FILLED AREA INDICATES / AT SILL. N UNATTACHED PORTION FOR EXISTING VINYL FRAMED WINDOW ^ ME LAP.SEE STEP TO REMAIN.SUDING DOOR AT SIM. EXISTING VINYL FRAMED WINDOW INSTALL PENETRATION F HING Qom TO REMAIN.SUDING DOOR AT SIM. (� y T r + U o c Il 1]EXISTING FINISH TO REMAIN i �� S. 9„ � EXISTING FINISH TO REMAIN ELEVATION-STEP#1 +#2 STEP#3 — d Y II U d c? 02 TYP.HEAD FLASHING DETAIL 03 TYP.WINDOW HEAD(SLIDING DR AT SIM) 0 A TYP.WINDOW JAMB(SLIDING DRAT SIM) G SCALE:3'=1'-0' v SCALE:3"=1'-0" �F SCALE:3"=1'-0" N t O p, N VINYL SIDING OVERBUILDING WRAP,SEE ELEVATIONS FOR STYLE —— —— VINYL SIDING OVER BUILDING WRAP, / WRB OVER PENETRATION LAP BUILDING PAPER OVER FLASHING TO BOTTOM OF FLASHING SILL FLASHING SEE ELEVATIONS FOR STYLE EXISTING VINYL FRAMED WINDOW 1"VINYL TRIM J-CHANNEL TO REMAIN.SLIDING DOOR AT SIM, PREFINISHED METAL FLASHING LAP BUILDING PAPER OVER / WITH DRIP EDGE,SEE 2/A6.1 SIM. FLASHING INSTALL WRB.TUCK UNDER 6"x6"VINYL MOUNTING BLOCK; 1"VINYL TRIM J-CHANNEL PENETRATION FLASHING EASE EXPOSED EDGER OVER MINIMUM]"AT SILL. Q 24"x24"SELF HEAUNG ICE AND PREFINISHED METAL SIDEWALL 9' 1"VINYL TRIM J-CHANNEL WATER SHIELD ON BUILDING WRAP, FLASHING 6„ REVISIONS VERIFY VINYL BLOCK THICKNESS # DESCRIPTION DATE FOR RAIL MOUNTING REMOVE EXISTING ROOTING. ——————— —— — ———— INSTALL NEW COMPOSITION ROOFING OVER 15#FELT. SILL FLASHING OVERBUILDING DIM REF. - MAPS EHIND WINDOW FLANGE 3'-fi'A.F.F. AT SILL VINYL SIDING OVER BUILDING WRAP,SEE ELEVATIONS FOR CLFAN AND REINSTALL EXISTING STYLE METALRAIL EXISTING FINISH AS OCCURS TO BLOCKING AS REQUIRED REMAIN CONTINUOUS SEALANT AT(3) STEP#4 STEP#5 SIDES 1"VINYL TRIM J-CHANNEL SHINGLE WRB FROM ANY SIDING OVER BUILDING BOTTOM TO TOP. WRAP,SEE ELEVATIONS FOR EXISTING WOOD FRAMING AS 1D359 OC TYP.WINDOW SILL DETAIL 06 TYP.RAIL ATTACHMENT AT WALL DETAIL 07 TYP. SIDEWALL FLASHING STYLE occuas TO REMAIN AEC I ECTD U SCALE.3' 1'0' SCALE:3 1'-0" SCALE:11/2"=1'-0" C RISTOPHER RANDALL OLSON STATE OF WASHINGTON INSTALL PENETRATION r VINYL SIDING OVER BUILDING WRAP, - FLASHING MATERIAL OVER NNL SEE ELEVATIONS FOR STYLE FLANGE&WRB. REMOVE EXISTING ROOTING. ' 1'VINYL TRIM J-CHANNEL INSTALL NEW COMPOSITION ROOFING OVER 15#FELT. PREFINISHED METAL CUP A f PREFINISHED METAL APRON EXISTINGVENTBLOCMNG TO FIASHING WITH DRIP EDGE/QJ RE MAIN.VERIFY HOLES PROVIDE t CONTINUOUS CAM TO REMAIN. REQUIRED VENTING AREA. PREFINISHED METAL DRIP FLASHING r4PREFINISHED METAL NEW PREFINISHED METAL GUTTER WALL FLASHING 6�� r——1 / NEW MODIFIED BITUMEN ROOFING — Z �J OL `REMOVE EXISTING SCUPPER AND VINYL SIDING OVER BUILDING r DOWNSPOUT;INSTALL NEW DRAIN WRAP,SEE ELEVATIONS FOR /PS SUPPER AND DOWNSPOUT AS STYLE Z OCCURS. LAP BUILDING PAPER OVER — / PREFINISHED METAL FLASHING FLASHING l I �+ I �+ I WITH GRIP EDGE 1'VINVL TRIM J-CHANNEL J NG STEP#6 STEP#7 �4. WITH FREEIDRIP EDGE,SEE 2/A6.1NIIHED METAL 1SM. TREY DECKING OR EQUIVALENT RE PAINT EXISTING WOOD FASCIA. R PLACE EXISTING WOOD FRAMING VINYL SIDING OVER BUILDING WRAP, DAMAGE AS E TOOROT AND WATER ui NOTES: AS OCCURS TO REMAIN. SEE ELEVATIONS FOR STYLE -VERFC L LA PS TOBEAMINIMUMIN 4" VENTILATED VINYL SOFFIT J 0 1 WINDOW WRAP PROCESS -VERTICAL LAPS TO BE A MINIMUM OF I2" N 1"VINYL TRIM J-CHANNEL w Z I SCALE:NT.S. -VERTICAL LAPS ID NOT OCCUR WITHIN 24"OF W INSIDE OR OUTSIDE CORNERS OV TYP.MODIFIED BITUMEN ROOF FLASHING �oP OF DECKING 0 TYP.GUTTER AT EAVE Q V SCALE:11/2"=1'-0" AN I SCALE:I V/ =1'-0" 2 B'MIN. Q U) N REMOVE EXISTING ROOFING. INSTALL NEW COMPOSMON `I N ROOFING OVER 15#FELT. REMOVE EXISTING ROOFING. PREFINISHED METAL DRIP coINSTALL NEW COMPOSITION 2•MIN. FLASHING.CONFIRM FLASHING ' I ' V J PREFINISHED METAL DRIP FLASHING ROOFING OVER 15#FELT. CONDITION INTEGRAL W TH W DECKING REPLACEMENT 2" IN. PREFINISHED METAL VALLEY FLASHING PEELS STICK FLASHING.LAP REMOVE EXISTING RIDGE VENT. LL� OVER TOP RIM JOIST AND UP WALL INSTALL NEW RIDGE VEM;VERIF1' ICE AND WATER SHIELD.EXTEND LU ^ REQUIRED VENTING AREA. 2'-0"MIN UP FROM VALLEY EACH CONT.24 GA.PRE-FINISHED STEEL 7 DIRECTION. FLASHING,COLOR TO ADJ.SIDING Z REMOVE EXISTING ROOFING. ADD 2x RIM JOIST Luu O / INSTALL NEW COMPOSITION - ROOFING OVER 15#FELT. EXISTING 2x RIM JOIST TO REMAIN %FIBER CEMENT TRIM,COLOR TO , MATCH ADJ.SIDING BELOW CONTINUOUS SEALANT AT(3) � � � Z SIDES 1"VINYL TRIM J-CHANNEL Z U) '^ ANY SIDING OVER BUILDING U O �i^', M WRAP,SEE ELEVATIONS FOR ¢ W Q STYLE EXISTING ROOF FRAMING TO EXISTING?PLYWOOD SHEATHING a REPAINT EXISTING WOOD FASCIA. REMAIN. REPLACE DUE TO ROT AND WATER DAMAGE AS OCCURS. EXISTING ROOF FRAMING TO PROJ.# 15.30 REMAIN. DRAWN: ELK VENTILATED VINYL SOFFIT CHECKED: CRO 1"VINYL TRIM J-CHANNEL DATE: 01.22.16 1 1 TYP.RAKE FLASHING 12 TYP.RIDGE VENT 1 TYP.VALLEY FLASHING 09 TYP.FLASHING AT DECK 14 A6. 1 BELLY BAND FLASHING SCALE:11/2"=V-0" SCALE:11/2'=1'-7 SCALE:11/2"=1'-0" SCALE:3"=1'-0" SCALE:11/2"-1'-0" DOOR AND WINDOW DETAILS Kevin Olander From: Peter Kanyer <kanyer@nystromolson.com> Sent: Friday, February 19, 2016 8:29 AM To: Kevin Olander Subject: FW:Vintage Rehabs -Arlington Projects/Valuation Kevin, In regards to our phone conversation yesterday, I requested the breakdown in costs from the contractor yesterday for Twin Ponds and Rosecreek Apartments. Below is the information I received back from them. Is this adequate for what you need? Please let me know if you need anything else. Again, I appreciate you contacting us in regards to this matter. Thank you, n + Pete Kanyer,AIA,LEFD AP Project Manager 1'dt!R G+Ur Y�A'nle7a•uil"'Of 502 W Riverside, suite 200 Spokane WA 99201 USA ( 328 6464 141eI-N h,r l.00)""in 0,a -AN From: TJ Baseler [mailto:tjb@inlandconstruction.com] Sent: Thursday, February 18, 2016 5:37 PM To: Peter Kanyer Cc: Mark Ossello Subject: Vintage Rehabs -Arlington Projects/ Valuation Pete, As you mentioned on the phone and in my office today,the City of Arlington felt that we should not have a permit fee as great as the valuation which was the contract value. So, let's try just the work that is being permitted for the valuation. See numbers below. Vintage at Arlington: • Roofing(Remove& Replace) -$118,306 • Vinyl Siding(Remove& Replace) -$514,300 Total Permitted Work Valuation-$632,606 The Timbers by Vintage: • Build Pergola (included slab&stonework)-$14,250 • Roofing(Remove& Replace)—$192,245 i • Vinyl Siding(Remove& Replace)—738,000 Total Permitted Work Valuation.-$944,495 If they need more information, let me know. Thanks, TJ Baseler Inland Group 120 W.Cataldo Ave.Suite 100 Spokane, WA 99201 T: 509-321-3227 1 F: 509-922-2251 www.inlandconstruction.com 2 Date: 03/12/2026 Permit#: 890 Permit Date: 01/25/2016 Review Date: 01/25/2016 Permit Type: COMMERCIAL ALTERATION Review Type: BLD Target Date: 02/01/2016 Scheduled Time: 00:00 Completed Date: 02/22/2016 Description: See redlined drawings and attached detail sheets Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00756900000501 VINTAGE HOUSING HOLDINGS, LLC VINTAGE HOUSING HOLDINGS, LLC 369 MIGUEL DR# 135 625 S STILLAGUAMISH NEWPORT BEACH, CA 92660 Zoning: 136 Multiple Family 51 - 100 UnitsLot: Block: 949-721-6775 Permit#: 890 Permit Date: 01/25/16 Permit Type: COMMERCIAL ALTERATION Project Name: Rosecreek Apts (Vintage at Arlington) Applicant Name: Vintage Housing Applicant Address: 369 San Miquel Dr. Suite 135 Applicant, City, State, Zip: Newport Beach, CA 92660 Contact: Pete Kanyer(Nystrom+Olson Architecture) Phone: 509-328-6464 Email: kanyer@nystromolson.com Scope of Work: Re-roof, Re-side, facility maintenance Valuation: 1000000.00 Square Feet: 91350 Number of Stories: 3 Construction Type: Occupancy Group: ID Code: Permit Issued: 02/29/2016 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning VINTAGE 136 Multiple Family 00756900000501 625 S STILLAGUAMISH HOUSING 949-721-6775 51 -100 Units HOLDINGS,LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# 120 W.Cataldo CONSTRUCTION Labor d Inland Washington,LLC Ave.Suite 100 CONTRACTOR Industri anes �NWL9620Z Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 04/11/2017 C20.BUILDING Contractor to re-anchor all 04/11/2017 BUILDING Completed FINAL handrails of re-sided buildings Plan Reviews Date Review Type Description Assigned To Review Status 01/25/2016 BLD See redlined drawings and attached detail sheets BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $5,156.19 State Surcharge- 1 st DU Residential- 1 st Unit $4.50 Photocopies A6.1 Large Plan $2.00 Total $5,162.69 Attached Letters Date Letter Description 02/24/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 02/29/2016 Vintage Housing Check#1598 $5,162.69 Development,Inc Outstanding Balance $0.00 Notes Date Note Created By: 02/24/2016 See redlined drawings and attached detail sheets Kevin Olander Uploaded Files Date File Name 01/26/2017 2070048-890 Issued Permit.pdf 01/26/2017 2070035-890 AIA Certificate of Completion.pdf 02/24/2016 1491409-Email for Valuation.pdf 01/25/2016 1446503-625 Plans Part2.pdf 01/25/2016 1446502-625 Plans Partl.pdf 01/25/2016 1446321-Application.pdf EXISTING WALL ASSEMBLY TO EXISTING WALL ASSEMBLY TO m REMAIN REA4AAN PREP SHEATHING AND EXISTING m� I f � SP\rt. ��UL FULLY CAM AT ENDS,SOLDER '\. WI FLASHING AI JAMB/,E TO ENSURE O x COMPLETE SEAL O.PENETRATION p N DING WRAP OVER G ' FIASHI ITESIILOI4ENE / S� NO / I SUING OVER FEELING LIN —_ _ - VINVI_SIDING OVER BUILDING 4 INSTALL PENETRATION REACHING O F WRAP,SEE ELEVATIONS FOR S n DING OVER sUILDIN�� VINYL SI � O I iRALPE,S EXISTING WINDOW TO REMAIN, �� AT JAMBS THEN HEAD ADHERE TO V1� LAP BUT'_ NEW I STYLE \ EXITING WINDOW NAILFLANGES. PREFINISHED METAL FLASHING FLASHINGOVFRTOPOFNAII_ / FIARI p O � PREFINISHED METAL HEAD WITH DRIP EDGE � E O L (D , I FLASHING VVLN"LTRIM J-CHANNEL r T EXISTING WINDOW TO REMAIN / I i V VINYL TRIM TCHANNEL :��A O C / INSTALL PENETRATION EIASHING 3 N WINDOW JAMB TRIM BELOW /A / I F LLDAICII INDICATES FOR ATSIIL U - EXISTING VINYL FRAMED WINDOW —v+ ONATTACIIDPORTION _ WEB LAF' EE STEP I I I TO REMAIN.SLIDING GOOF AT SIM. FO REMAIN.SI IDNG DOOR ATWIND SI O O N � � 0 3 EXISTING FINISH TO REMAIN d EXISTING FINISH TO REMAIN � y 3 ELEVATION-STEP#1 +#2 STEP#3 444�r��9 O R� 02 TYP.HEAD FLASHING DETAIL 03 TYP.WINDOW HEAD(SLIDING DR AT SIM) 04 TYP.WINDOW JAMB(SLIDING DR AT SIM) m SCALE:T-1'-0' SCALE'.8"=v-P' SCALE X-I' ' � N s .Y � a VINYL SIDING OVER BUILDINGSz C r WRAP.SEE ELEJATIONS FOR ^'�� ( STY E - WRBOVERPENETRAIION P BUILDING PAPER OVER � > =LASHING TO BOTTOM OF FLASHING -"" _ VINYL SIDING OVER BUILDING WRAP. SILL FLASHING - SEE ELEVATIONS FOR SNLE EXISTING VINYL FRAMED WINDOW 1"VINVLTRIM J-CHANNEL - TO REMAIN.STRING DOOR AT SIM. PREFINISHED METAL FLASHING /� LAP BUILDING PAPER OVER - WITH DRIP EDGE SEE SA6.1 SI'V. // FLASHING INSTALL WEB.TUCK'UNDER 6x6 VINV MOUNTING BLOCK; ` 1"VINYL TRIMJCHANNEL PENETRATION FLASHING n EASE EXPOSED DGE OVER NINIMUM]ATSILL ll� 24'x24'SELF HEALING OF AND _ PREFINISHEDMETALSIDEWALL 8' 1"VINYL TRIM J-CHANNEL WATER SHIELD ON SUILDINGWRA', _r } FLASHING REVISIONS -: VERIFY VIM'L BLOCK THICKNESS _ VERIIFFOR L vL BLOCK OVE EXISTING ROOFING # DESCRIPTION DATE INSTALL NEW COMPOSITION ROOFING OVER 15#FELT. II �I)IMFILESILL FLASHINGOVERBUILDING -- A,WRAF BEHInID WINDOW FLANGE J A.F I. i - [RIM, _ AT SILL ,-- \ x„?F' VINYL SIDING OVER BUILDING-- WRAP.SEE ELEVATIONS FOR CLEAN AND F R VSTALL EXIBNG- N LE � METAL RAIL EXISTING FINISH AS OCCURS TO�I L BLOCKING AS REO'JIRED \� REMAIN _ STEP#4 STEP#5 � - -- — ^ONTIN.IOI S SEALANT NIII`J i JINY_TRIV ICI OA NEL 5HIN611-WRR IROM - VIn1YLSIDIV0 OVER BUILDING - BOTTOM 10 TOP. VVRA SEE ELEVAI IONS FOR --y J-_XI FIV JDI RAMINGAS 1�359 0 N T :NA:v REGISTERED OC TYP.WINDOW SILL DETAIL 06 TYP. RAIL ATTACHMENT AT WALL DETAIL 07 TYP SIDEWALL FLASHING nRa n=_cT J SCALE M 1L 0" SCA F 3-T U' AI F /1"=1' " c�ISToaeERR.aeonLLaLsoN INSTALL PENETRATION VINVLSIDING OVER BUII DING WRAP, } r- F:ASHIVG MATERIAL OVER NAIL """' -. SEE ELEVATIONS FOR STYLE � / TT �VRANGE&ORE. - ZAP\2 1 I _REV 011 EXISTING ROOFING 1"VINYL TRIM,I-CHANNEL IN TALLNE'ti COMPQSITICV PRE FINISHED METAL GNP RC�FIVC e)a' �FIASHING WITH DRIPEDGE �i I �� N FAT`` �� l� ENT B-CI --IOVIDE f �EXISTIV ENTB IIVG TO I CONTINUOUSOAN'I OHLMAIN. FlL AIL f.tiTIV R-A ( v NEW MODIFIED BRUME ROOFING T- r / �JRF II II ,NLI. ASHING PREFINISHED METAL i ,� \VF. EFINI�YEOM TIIN ALGJTTEH- I _. I REMOVE EXISTNG SCUPPER AND VINYL SIDING OVER BUILDING DOWNSPOUT',INSTALL NEW DRAIN WRAP.SEE E-EVATIONS FOR U •rc� SUPPER ANDDOWNSPOUTAS STYLE 91{ I OCC.1RS. LAP BUILDING PAPER OVER f pf LASHING \ -' WITH DRIP EDGE Z _..... \.. ...._. .. _ PREFINI51-D METAL FLASHING FLASHING TRIM J-CHANNEL J /� cc STEP#V STEP#7 6' 4 PREFINISHED M ETA_.LASHING— WITH DRIP EDGE,SEE 2/A6.1 SIM. TRFX DECKING OF EQUIVALENT I REP AIV IIN I 'IA EXISTING WOOD FRAMING _ VINYL SIDING OVER BUILDING WRAP, RFPI F F T f 'FIR LJi NOTES' AS OCCURS TD DOMAIII A�� SEF ELEVATIONS FOR STOP I� O.V,�F, ✓ f-..PS -HORIZONTAL PST BEA F VENTILATED VINYL SOFFIT IRA S 0 MINIMUM 1 4 I M1 01 WINDOW WRAP PROCESS -VERTICAL LAPS TO BEA OCCURMOF I2 N _ VINYL TRIM J-CHANNEL w z SCALE.N.T.S. -VERTICAL LAPS DO NOT OCCUR WITHIN 24'OF M1 ` INSIDE OR OUTSIDE CORNERS 08 TYP.MODIFIED BITUMEN ROOF FLASHING s - -TOP(IF DECKING ;< 0 TYP.GUTTER AT EAVE Q SCALE:1 1/2"=1'-d' �} ' SCN F 1 1/2-T'-6" y (tr_ QZ = co a"nalN. Y a, L��;, ,a.t.�,Xa'. O (V I STALL EXISTING ROOFING. _ FOSFIGOE005/1FFI ION _ A.i.7 ..R�I -A }.L ROOFING OVER I5//FIFA T' -REMOVE EXISTING ROOFING. PREFIVISHEO METAL GRIP ; co INSTALL NEW COMPOSITION 2"MIN. LASHING.CONFIRM FLASHING g / I V J PTrEFINISHED MFTAI DRIP FLASHING ROOFING OVER I5#FELT. CONDITION INTEGRALVATH _\ 1 1 1 - DECKING REPLACEMENT T _ / ^ MIN. -PREFINISHED METAL VALLEY HASHING PEEL STICK FLASHING.LAP 1 1 LL OVERTOP RIM JOISTAND UP REMOVE EXISTING RIDGE VENT. -ICE AND WATER SHIELD.EXTEND WALL 'S \ r•rt' _ INSTALL NEW RIDGE VENT;VERIFY 2'-W MIN UP FROM VALLEY EACH - -" Q REQUIRED VENTING AREA. CONT 24 GA.PRE-FINISHED STEEL ' uJ DIRECTION. J ,.. FLASHING,COLOR TO ADJ.SIRING 1 REMOVE EXISTING ROOFING. \� J O —REMOVE AE"ROOFING EXISTING 2x RIM JOIST TO REMAIN\ ADD Zt RIM.,GIST W ROOFING OVER i5N FELT. o H, V FIBER CEMENT TRIM,COLOR TO SIDES 1`JINVL TRIMJ CHANNEL MATCH ADJ,91DING BELOWm \ \ F LJ LJ 1 CONTINUOUS SEAL 31 ANAT' Vl ' VINYL SIV BUILDING I- O Lo ^' WRAP S-EPE ELEVATIONS ONS FOR ¢ `r^V STYLE \Yl a p' -EXISTING ROOF FRAMING TO EXISTING"PLYWOOD SHEATHING - RCPAINTEXI.S"RNG WOOD FASCIA REMAIN.DAMAGE REPLACE S E TO OCCURS ROT AND WATER \' L DAMAGEAS O.^.CUaS. EXISTING ROOF FRAMING TO PROJ.# REMAIN. , DRAWN: PJK VENTILATED VINVI SOFFIT CHECKED: GRO 1"VINVLTRIM J-CHANNEL fif �4"F+'n.P t3#R*q y,'gyq IN 'E'ON DATE: D1.22.16 TYP. RAKE FLASHING TYP.RIDGE VENT TYP.VALLEY FLASHING TYP. FLASHING AT DECK 4 „bg.1ML` S SLAi S FAy 1 1 1 3 O9 a 1 4 BELLY BAND FLASHING A6 SCALE'.'1/2"1'-6" SCALE I/2='I'-0" BCALE�11/2'=1'-0" SCALE'.3'�1'-0" � SCALE:11/2'=1'-0" DOOR AND WINDOW r DETAILS