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BLD2018-1658.. CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 07/01/2019 Permit#: BLD20181658, BUILDING' Expiration Date: 07/01/2020 Project Address: 220 RAILROAD AVE, EDMONDS Parcel No: 27032300104200 11011TA-rt' APPLICANT CONTRACTOR EDMONDS WATERFRONT CENTER EDMONDS SENIOR CENTER W.G. CLARK CONSTRUCTION CO. C/O CITY OF EDMONDS 220 RAILROAD AVE C/O JIM BRAY 250 5TH AVENUE N EDMONDS, WA 98020 1945 YALE PLACE EAST EDMONDS, WA 98020 SEATTLE, WA 98109 (425)771-0256 (206)239-4823 (206)340-6636 LICENSE #: WGCLAC*370N0 EXP:08/26/2019 JOB DESCRIPTION CONSTRUCTION OF ANEW TWO STORY26,229 SF SENIOR CENTER AND COMMUNITY FACILITYA SWELL AS NEW UTILITIES TO SERVENEW BUILDING. PLUMBING AND MECHANICAL UNDER SEPARATE PERMITS. VALUATION: $2,856,482 PERMIT TYPE: Commercial PERMIT GROUP: 45 -New Commercial GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: OCCUPANT GROUP: A2/A3B/M/Sl OCCUPANT LOAD: 849 FENCE: 0 X 0 FT. CODE: 2015 OTHER: ------- OTHER DESC: ZONE: CW NUMBER OF STORIES: 2 1 VESTED DATE: NUMBER OF DWELLING UNITS: 0 ILOT #: BASEMENT: 0 I ST FLOOR: 0' 2ND FLOOR: 0 I S ED AREA BASEMENT: 0 I ST FLOOR: 12744 2ND FLOOR: 11233 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 308 OTHER: 0 BEDROOMS:0 BATHROOMS:0 BEDROOMS:0 BATHROOMS:0 REQUIRED: PROPOSED: - IREQUIRED: PROPOSED: 'REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: Required setback from bulkhead is 15 feet. New building is setback 16 feet from bulkhead. Parking allowed a reduced setback to 40 feet from OHWM in accordance with the ECDC 24.60.080.D.2 and shoreline permit approval. Height is measure from base flood elevation pursuant to ECDC 21.40.030.D.1. 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 WORKME IqS COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/IiER DEPUTY AND ALL FEES ARE PAID. La__ y� � � Ail rtl u, 7/j b q __K' _ I V L V� �C —i l - I 7 Print Name Date Release By = FIRE = APPLICANT = ASSESSOR Date 9,. ATTENTION ITIS 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. UBC109/ IBCI 10/ IRC110. STATUS: ISSUED BLD20181658 CONDITIONS • Separate Permit Required For: Plumbing, Mechanical, Civils, Side Sewer, Fire Sprinkler, Fire Alarm, Signs, Electrical (L&I), Elevator (L&I) • *Pre -inspection required. • *Street to be cleaned of debris. • *Side sewer must be capped at property line. • *Water Service must be disconnected from Water meter and or hose bib with AVB installed. • *Dump at approved'dump site only. • *See demolition inspection checklist on back ofjob card for inspection requirements. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") fi•om adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • The project site is located in Special Flood Zone AEwith a BFEof 12. A preliminary Elevation Certificate prepared by a surveyor will be required to establish compliance prior to placement of first floor slab, and a final Elevation Certificate will be required based on completed construction prior to final occupancy. As per ECDC 19.00.025P, the minimum elevation of the lowest floor is 2 feet higher than the BFE of 12. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120, • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this pemvt shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. • Final Locations of illuminated exit signs & emergency lighting subject to field inspection by the Fire Marshal. • SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING • • By the Geotechnical Engineer: • Excavation, Grading, and Site Preparation • Placement of Structural Fill and Compaction • Soil Bearing Verification • Foundation Drainage Installation • By a Structural Inspector: • Concrete Construction, Including Reinforcement and Auger Cast Piles • Concrete Anchor Installation • Shearwall Nailing, Floor and Roof diaphragm Nailing • Structural Steel Fabrication and Erection, Including High -Strength Bolting and Welding (Welders Must Be WABO Certified) • Non-structural Components per S0.5 • Seismic Anchoring of Mechanical/Electrical Equipment • Structural Observation by Structural Engineer of Record • Prior to Final Inspection by the Building Division, Final Special .Inspection Reports are Required From All Special Inspectors. • Submit Special Inspection Field reports on a weekly basis to the City Building Department. INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRNEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING ENGINEERING (425) 771-0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: Services are now scheduled online. If you FIRE (425) 775-7720 3. Then: Permits/De\elopment ha\e difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand corner) (425) 771-0220 RECYCLING (425) 275-4801 6: Schedule your inspection When calling for an inspection please lea\e the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • B-Preconstruction meeting • B-Setbacks • B-Auger Cast Piles • B-Footings • B-Foundation Wall • B-Foundation Drainage • B-Elevation Certificate - Slab Elev • B-Trash Enclosure • B-Slab Insulation • B-FXerior Wall Sheathing • B-Roof Sheathing • B-Ceiling Grid • B-Height Verification • B-Fire Blocking / Stopping • B-Framing • B-WallInsulation/Caulk • B-Insulation/Energy • B-SheetrockNail • B-Cross Connection Final • B-Photovoltaic System • B-Elevation Certificate - Final • B-Building Final • B-Other • P-Planning Final • )-Grease Interceptor- Pretreatment F olf ED4 BUILDING PERMIT APPLICATION N Development Services Building Division 121 5th Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: http://www.edmondswa.gov/ JOB SITE INFORMATION/LOCATION: (Where the work is taking place) Job Site Address: 220 Railroad Avenue, Edmonds, WA 98020 Parcel: 27032300104200 Lot /Unit/Suite #: Subdivision: PROPERTY OWNER: Name: City of Edmonds Mailing Address: 700 Main Street City/State/Zip: Edmonds, WA 98020 Phone #: 425-771-0256 (Carrie Hite) Email: carrie.hlte@edmondswa.gov OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? ❑ Yes ®No I own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not intended for sale, lease, rent, or exchange according to RCW 18.27.090. Owner Signature: APPLICANT / CONTACT INFORMATION: Name of Applicant: Edmonds Senior Center Mailing Address: 220 Railroad Avenue City/State/Zip: Edmonds, WA 98020 Phone #: 206-239-4823 (Daniel Johnson) E-mail: danielrjohnson4@gmaii.com GENERAL CONTRACTOR: (If different from applicant) General Contractor: W.G. Clark Construction Co. Mailing Address: 1945 Yale Place East City/State/Zip: Seattle, WA98102 Phone #: 206-340-6636 (Jim Bray) E-mail: jbray@wgclark.com WA STATE CONTRACTOR L & 1 # (CCB) & EXPIRATION DATE: CCWGLAC#:370NO EXP:8/26/2019 CITY OF EDMONDS BUSINESS LICENSE #: NR - 024662 Permit #: J i t1�7 D I 1 (P,525 (Provide Details • Accessory Structure/ Detached Garage ❑Addition ❑ Demolition ❑ Mechanical ❑ New Single Family / Duplex ❑ Plumbing ❑ Fire Sprinkler ❑ Remodel ® New Commercial/ Mixed Use ❑ Re -Roof ❑ Signs ❑ Tank []Tenant Improvement ❑Other Remodel Permit fees are based on: The value of the work performed. Indcate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work indicated on this application. Valuation: PROPOSED NEW SQUARE FOOTAGE FOR THIS APPOCATION Basement sq ft: N/A Finished ❑ Unfinished ❑ 1st Floor, sq ft: - A-2: 4403 SF 2nd Floor, sq ft: A-3: 5958 SF B: 9485 SF Garage/Carport:, sq ft: M: 1981 SF Deck/Covered Porch/Patio: S-1: 2057 SF Other sq ft: Hurt PROJECT.. • Construction of new two-story 26.223 SF senior center and community facility as well as new utilities to serve new building. I certify that the Information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submft a permit application to the City of Edmonds. tf Print Name: Far l � _ �B Signature- Date :(e COMMERCIALGENERAL DATA Occupancy Group(s): A-2' A 3, Occupant Load(s): 8U4 B, M, S-1 Type(s) of Construction: V-B Fire Sprinklers: Yes ® No ❑ WA STATE ENERGY CODE: If your project affects the building envelope, mechanical systems, and/or lighting, you must complete the appropriate WSEC forms. DEFERRED SUBMITTALS: All commercial building permits that will require associated plumbing, mechanical, fire sprinkler, and/or fire alarm permits are applied for separately. TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet EQUIPMENTMECHANICAL • BTUs Gas / Elec / Other Ctty A/C Unit/Compressor SEE ECHANICAL PE RMIT Air Handler /VAV APPt Boiler Dryer Duct Exhaust Fans Fireplace Furnace Heat Pump Unit Hydronic Heating Roof Top Unit (Provide eleva- tions if a Commercial Bldg) Other: PLUMBING FIXTURE COUNTS• . or • « Qty City Clothes Washer I Tub/ Showers I Dishwasher 2 Backflow Device (RPBA, DCDA, AVB) 2 Drinking Fountain 2 Pressure Reduction/ Regulator Valve Floor Drain/Sink 6 Refrigerator Water Supply 0 Hose Bibs 6 Water Heater - Tankless? Y or N N Hydronic Heat No Water Service Line 2 Sinks 34 Other: Toilets 25 Other: CONNECTION COUNTS• « or ! BTUs Qty BTUs Qty A/C Unit 0 Outdoor BBQ/ Fire pit 0 Boiler 0 Stove/Range/Oven TBD Dryer TB Water Heater TBD Fireplace/ Insert 0 Other: Furnace 0 Other: MEDICAL• Relocated or ! QtY i Lty Carbon Dioxide 0 Nitrous Oxide 0 Helium 0 Oxygen 0 Medical Air 0 Other: Medical - Surgical Vacuum 0 Other: Type of structure to be demolished: SEE DEMO PERMIT APPLICATION Square footage of structure to be demolished: AHERA Survey done? Y / N PSCAA Case #: Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ li Fill in Place ❑ Fill Material: Removal ❑ Size of Tank (Gallons) Critical Areas Determination: Study Required ❑ Conditional Waiver ❑ Waiver ❑ GRADE/FILL/EXCAVATE Grading:Cut IO i cubic yards I QUANTITIES SHO Fill 1,100 cubic yards APPLY TO BUILDING Cut / Fill in Critical Area: Yes ❑ NogOTPRINT ONLY GENERAL•• • APPLICATIONS: Applications are valid for a maximum of 1 year. ESLHA Applications, 2 years. LICENSING: All contractors and subcontractors are required to be licensed with Washington State Department of Labor & Industries and have a current City of Edmonds Business License. Johns, Kristin From: Alise Kuwahara Day <aday@eworks.org> Sent: Tuesday, February 4, 2020 2:57 PM To: Johns, Kristin Cc: Bjorback, Leif; 15015A Edmonds Waterfront Center; Daniel Johnson Subject: Edmonds Waterfront Center: Building Permit Update Replacement Sheets Hi Kristin, As a result of design changes after the construction permit was issued, please find the following documents to replace select sheets in the Edmonds Waterfront Center Building Permit Submittal available for download here. Hard copies (2 copies of each sheet) will be delivered to your office tomorrow 02/05 via courier. Please let us know when you have received them. Edmonds Waterfront Center Building Permit: BLD20181658 • 2 copies — T1.4 Building Code Info, Rev 4 • 2 copies — A1.3 Site Details, Rev 4 • 2 copies — A2.0 Foundation Plan, Rev 4 • 2 copies — A2.1 First Floor Plan, Rev 4 • 2 copies — A2.3 Roof Plan, Rev 4 • 2 copies — A3.1 East and West Elevations, Rev 4 • 2 copies — A3.2 North and South Elevations, Rev 4 • 2 copies — A4.6 North Stair, Rev 4 • 2 copies — A5.2 Interior Wall Types, Rev 4 • 2 copies — A6.3 Enlarged Plans Coffee Kiosk, Rev 4 • 2 copies — A6.11 Interior Details, Rev 4 • 2 copies — A6.12 Banquet Room Casework, Rev 4 • 2 copies — A8.1 Door Schedule, Rev 4 • 2 copies — CB3.1 Utility Plan, Rev 4 Thedesignchanges, reflected throughout the Sheets listed above, include: ,/ • Elimination of gas service and all gas equipment in favor of an all -electric, more sustainable building. The larger electrical room required to accommodate this caused a reconfiguration of utility and storage rooms at the First Floor southwest side of the building. Mechanical Room 135 and AV Storage Room 132 were eliminated. • Installation of a full roof photovoltaic panel array. • Adjustments to the commercial Kitchen 115 equipment, addition of permanent casework in Banquet Room 110, conversion of Chair Storage Room 117 to an office for a food service provider, and adjustments to the Coffee Kiosk 106 equipment. • The exterior concrete stair near the southwest corner of the building was moved to the new building side of the fence for increased security for both this site and the adjacent site. • Wall construction around Kitchen 115 Type I Hood were changed to metal studs. • North stair clear width was reduced by 1 1/2", but still meets egress width requirements. The T1.4 Building Code diagrams were updated to reflect the changes above and correct inconsistencies in the previous diagrams. 1/T1.4 First Floor Occupant Loads and Exit Separations Diagram was updated to reflect the following. All SF area and occupant adjustments made to individual rooms do not change the overall total SF or total occupant load for the floor. o Southwest utility and storage rooms were reconfigured. o Chair Storage Room 117 was changed from Group S occupancy to Group B occupancy for office use. o Thrift Store 123 and Hall 119 SF areas were updated to reflect the angled wall of the southwest stair that had previously been submitted to the City as a revision. This results in a reduction of the occupant load in the Thrift Store by one occupant, from 27 occupants to 26 occupants, and nominally contributes to the addition of one occupant to the Group B hall and stair areas directly west of the Thrift Store. o The protrusion of Kitchen 115 into Banquet Room 109 was eliminated, which slightly changes SF areas for those rooms, but does not result in a change to the occupant loads. o Thrift Store 123 and Rec/M a rk/Sto rage Room 124 SF areas were updated to reflect the shared wall location that was previously submitted to the City on the First Floor Plan (Sheet A2.1) but not revised in the previously submitted Sheet T1.4 as an oversight. 4/T1.4 First Floor Egress Diagram was updated to reflect the following: o The previous diagram had Kitchen 115's 4 occupants added twice into the Hall 119 occupant load, but did not account for the 2 occupants from Chair Storage 117 and Dry Storage 116. This results in 2 less occupants exiting Vestibule 118 (referred to below as "math correction A"). o The previous diagram indicated that Family WC 126's 1 occupant and Green Room 127's 1 occupant were added to the Vestibule 129 occupant load, but they were already included in the Group B SF area in Diagram 1/T1.4. After eliminating these 2 extra occupants, we have 1 less occupant exiting Vestibule 118 and 1 less occupant exiting through Vestibule 129 and the south Egress Court (referred to below as "math correction B"). o Vestibule 118's former 180 occupants -2 occupants for math correction A and -1 occupant for math correction B = 177 occupants exiting. o South Egress Court's former 97 occupants -1 occupant for math correction B = 96 occupants exiting. Please let us know if you have any questions. Thank you, Alise Kuwahara Day, AiA Environmental Works I Community Design Center Project Architect 1 206.787.1383 1 She/Her Our 50th Year Celebration �� s of Cott �4 3970_ �4I zofo s�8%3 P- afk''Cis EDMONDS WATERFRONT CENTER ABBREVIATIONS Angle F.D.C. Fire Department Connection N.T.S. Not to Scale Q At EXT. Exterior OA. overall A.B. Anchor Bolt F.B. Flush Beam OBS. Obscure A.C.T Acoustical Ceiling the F.D. Floor Drain O.C. On Center ADJ. Adjustable PON. Foundation O.D. Outside Diameter ADD. Additional F.E. Fire Extinguisher .OPP. Opposite A.F.F. Above Finish Floor F.E.C.. Fire Extinguisher Cabinet O.S.B. Oriented She dBoard ALT. Alternate FIN. Finish - P.L:, R Property Line ALUM. Aluminum FL Floor PL.. Plate APPRO%. Approximate F.O.I.C. Furnished by nveOwnerctor Installed by Co p,LAM, Plastic Laminate ARCH. Architecture) F.0.1.0. Furnished bYOwner PLYWD. Plywood AUTO, Automatic Installed by Owner PR Pair BM. Beam F.O.S. Face of Stud P.R.V. Pressure Reducer Valve BLDG. Building F.R.P. Fiberglass Reinforced Panel P.S.F. Pounds per Square Foot SLKG. Blocking FTcr FTG. Feet, Foot or Footing P.S.I. Pounds per Square Inch BSMT. Basement GA Gauge P.S.L. Parelell Strand Lumber GOT. Be.. GALV. Galvanized P.T. Pressure Treated B.O.F. Bottom of Footing GL. Glass or Glazing R. Riser CAB. Cabinet G.L.B. GlueLam Beam RAD. Radius C.B. Catch Basin G.M.M.U. Glass Mesh Meter Unit REINF. Reinforced, Reinforcing CFM. Cubic Feet per Minute G.W.B. Gypsum Wall Board REQ'D. Required C Center Line H.B. Hose Bibb REV. Revision CLG. Ceiling H.C. Hallow Core R.O. Rough Opening CLOS.. Closet HDR. Header S.A.M. Self Adhering Membrane CLR. Clear Hi Hand Wood S.C. Solid Care C.M.U. Concrete Masonry Unit HDW. Hardware S.D. Smoke Detector C.O. Cleanout - H. HOT Height S.F.- Square Fact or Feet COL. Column H.M. Hollow Metal SAL. Safety Glass CONC. Concrete HOPE. Horizontal SHT. Sheet CONT. Congnaous HTR. Heater SIM. Similar CTR Center HY.A.C. Heating,Ventlaeon S&P Shelf and Pole C.T. Ceramic Tile and Air Conditioning SPEC. Specification cU CcNC H.W. HolWaler Tank SG Square d Penny (nail.) IBC International Buileing Code STD. Standard D. Oyer or Depth I.D. INor• Inside Diameter Inch, Inches STOR. Storage DBL. Double INSUL. Insulation T. Trend or Thickness DET. Detail INT. - Interior TEL Telephone D.F. Douglas Fir LAV. Lavatory T&G - Tongue and Groove DIA. Diameter LB. Pound T.K. Tight Knot DIM. Dimension L.F. Linear Feet T.O.C. Top of Concrete ON. Down L.S. Lightswitch T.O.W. Top of Wall DR. Door L.S.L. Laminated Strand Lumber TYR Typical DS. Downspout L.V.L. Laminated Veneer Lumber U.N.O. Unless Noted Otherwise DW. Dishwasher MATL Material V.C.T. Vinyl Composition Tile DWG. Drawing MAX Maximum VERT. VeNcal DWR. Drewer MECH. Mechanical V.G. Vertical Crain (E), EXIST. Existing MET. Metal VA.F. Verifyin Field EA. Each MFR.Manufacturer W. Washer or Width Ed. Expansion Joint MIN. Minimum W/ With EL., ELEV. Elevation misc. Miscellaneous WD Wood ELEC. Electrical M.O. Masonry Opening - W/O Without E.O. ElecMcal Outlet N. North W.R. Water Resistant EQ. Equal (N) New W.RB. Weather Resistant Bahian EQUIP. Equipment N.I.C. Not In Contract W.S.E.C. Washington State E.W. Each Way NO., Number Energy Code N.FA Net Free Area W.W.F. Welded Wire Fabric LEGEND AND SYMBOLS 1 BUILDING SECTION INTERIOR ELEVATION A4.1 SECTION NUMBER 1 DETAIL NUMBER SHEET NUMBER As.t HEETN NUMBER S U WALL SECTION SECTION NUMBER 1�-- WALL TYPE A52 SHEET NUMBER - 1 - DETAIL DOOR NUMBER A7,1 REFERENCE 1 D WINDOW TYPE I\ ENLARGED PLAN AND / DETAIL REFERENCE 1 DETAIL NUMBER 1 0 REVGHTTYPE A6.2 SHEETNUMBER 2 Vicinity Plan T1.1 Northeast PROJECT DESCRIPTION DEMOLITION OF AN EXISTING 22,000 S.F. SENIOR CENTER BUILDING AND CONSTRUCTION OF A NEW TWO (2) STORY, 26,229 S.F. SENIOR AND COMMUNITY CENTER. BUILDING USES ARE TO INCLUDE SEVERAL MULTIPURPOSE SPACES OF VARYING SIZES MEETING ROOMS, TWO KITCHENS ONE COMMERCIAL ONE NON-COMMERCIAL) ) TO SUPPORT MULTIPURPOSE SPACES, A THRIFT STORE. (OPERATED BY THE SENIOR CENTER), ACOFFEE /REFRESHMENTS KIOSK, OFFICES AND LIGHT CLINIC /EXAM ROOMS SUPPORTING SENIOR HEALTH SERVICES INCIDENTAL TO SENIOR CENTER FUNCTIONS. - PROJECT INFORMATION NAME OF PROJECT: ' EDMONDS WATERFRONT CENTER PROJECT ADDRESS: 220 RAILROAD AVENUE, EDMONDS, WA 98020 TAX I.D./PARCEL NUMBER: 27032300104200 LEGAL DESCRIPTION: - SEC 23 TWP 27 RGE 03BEG MT W LN GIN RIW WITH S LN GOVT LOT 2 TH NELY ON SD RAW 45OFT TH N49'00 DOW 95.67FT M.L TO MEA LN TH 851.23 DOW ON ED MEA LN 288.33FT TPB TH N61.23 DOE Al MEA LN 288.33FT THN47.32 DOW 319.63FTTO INNER HARBOR LN TH S45.00 DOW ON INNER HARBOR LN 250.13 FT TH S38'37 DOE 287.94FT TPB TGW FDT-COM AAP ON W LN GN RAN AT INT WITH S LNGOVT LOT 2 TH NLY ALG W LN ED RAW 150FT TPB TH CONT NLY ALG ED RIW 30OFT TH NWLY AT R/A FR SD RIW TO MEA LN TH SWLY ALG ED MEA LN TAP AT R/A FR TPB TH SELY TPB BOTH PER WD 6835W 2/23R3 LOT SIZE: - 2.63 ACRES (PER ASSESSOR) ZONING: CW(COMMERCIAL WATERFRONT) PROPOSED LAND USE: MIXED USE:.. PRIMARY- REGIONAL PARK (REQUIRES CONDITIONAL USE PERMIT) SECONDARY -LOCAL PUBLIC. RECREATION, PEDESTRIAN RETAIL, OFFICES ABOVE GROUND FLOOR, OFF-STREET PARKING (PERMITTED BY RIGHT) APPLICABLE CODES: 20151NTERNATIONAL BUILDING CODE(IBC) WITH WA STATE AMENDMENTS 2009 ACCESSIBILTY STANDARDS CONFORMING TO ICC/ANSI At17.1-2009 2015 INTERNATIONAL MECHANICAL, FIRE, AND PERFORMANCE CODES 2015 WASHINGTON STATE ENERGY CODE 2015 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE - EDMONDS COMMUNITY DEVELOPMENT CODE GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A WEATHERTIGHT BUILDING, DETAILS AND OMISSIONS NOTWITHSTANDING. ALL DRAWING CONFLICTS OR CONDITIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR RESOLUTION. IF CONFLICTS AMONG DRAWINGS SHOULD OCCUR, THE LARGER SCALE DRAWING SHALL GOVERN. - 2. ALL DIMENSIONS ARE MEASURED TO FACE OF STUD, CENTERLINE OF COLUMN OR FACE OF CONCRETE, UNLESS NOTED OTHERWISE (U.N.O.). 3. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS AND EXISTING CONDITIONS ON THE JOB BEFORE PROCEEDING AND SHALL REPORT ANY DISCREPANCIES TO THE PROJECT REPRESENTATIVE FOR RESOLUTION PRIOR TO PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS INDICATE UNVERIFIED DISTANCE BETWEEN EXISTING REFERENCE AND ARE APPROXIMATE- 4. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 5. VERTICAL DATUM: NAVD88: HORIZONTAL DATUM: NAVD83/91. TO CONVERT MLLW FROM NAVD88 ADD 2.29 FT PROJECT TEAM OWNER: EDMONDS SENIOR CENTER 220 RAILROAD AVE. EDMONDS, WA 98020 CONTACT: FARRELL FLEMING (425)954-2518 execdirector@scscedmonds.org ARCHITECT: ENVIRONMENTAL WORKS 40215TH AVE. EAST SEATTLE, WA 98112 CONTACT:. SALLY KNODELL (206)787-1373 simedeli@eworks.org STRUCTURAL ENGINEERING: REID MIDDLETON 728134TH STREET SW, SUITE 20D EVERETT, WA 98204 CONTACT: PAUL CROCKER (425)741-3800 pmcker@reldmiddleton.com CIVIL ENGINEERING: CG ENGINEERING 2504TH AVE S #200 EDMONDS, WA 98020 CONTACT: JARED UNDERBRINK (425)778-8500 jamdu@cgengineedng.com NEW CONSTRUCTION INDEX OF DRAWINGS TITLE 3 " T1.1 COVER SHEET T1.2 LAND USE CODE INFO T1.3 BUILDING CODE INFO T1.4 BUILDING CODE INFO T1.5 ENERGY CODE INFO G1.0 SITE SURVEY ARCHITECTURAL 1 1 SITS 2 F N A ICON A2�FIR Vf FLOOR PLA A2.2 SECOND FLOOR PLAN A2.3 ROOF PLAN A2.4 RCP 1ST FLOOR A2.5 RCP 2ND FLOOR A3.1 EAST & WEST ELEVATIONS A3.2 NORTH & SOUTH ELEVATIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 WALL SECTIONS i 4 ALL E TION 45 L A4.6 NORTH STAIR - ENLARGED PLA S & SECTIONS A4.7 SOUTH STAIR - ENLARGED PLANS & SECTIONS A4.8 ELEVATOR - ENLARGED PLANS & SECTIONS A49 STAIR DETAILS Special Inspections Required: By the Geotechnical Engineer: • Excavation, Grading, and Site Preparation • Placement of Structural Fill and Compaction • Soil Bearing Verification • Foundation Drainage Installation By a Structural Inspector:. • Concrete Construction, Including Reinforcement and Auger Cast Piles • Concrete Anchor Installation • Shearnall Nailing, Floor and Roof diaphragm Nailing • Structural Steel Fabrication and Erection. Including High -Strength Bolting and Welding (Welders fblust Be WABO Certified) • Non-structural Components per SO.5 • Seismic Anchoring of Mechanical/Electrical Equip. • Structural Observation by Structural Engineer of Record A4.10 ELEVATOR & SIGNAGE DETAILS A5.1 EXTERIOR WALL TYPES A5.2 INTERIOR WALL TYPES i A5.3 HORIZ NTAL ASSEMBLIES 5 FI' - P A A I ACCESSIBILITY DETAILS &NOTES A6.2 ENLARGED PLANS - INTERIOR ELEVATIONS A6.3 ENLARGED PLANS- INTERIOR ELEVATIONS PROVED9Y AONNING A6.4 ENLARGED PLANS -I NTERIORELEVATIONS A6.5 ENLARGED PLANS - INTER IORELEVATIDNS AS'6 ENLARGEDPLANS - INTERIORELEVATIONS 1 A6.7 E L D FLA - NTERIOR ELEVATIONS A6. ITRO TILS A6.9 INTERIOR DETAILS .1 N E IOR DETAIL AT FOUN TO IL APPR ED 1 A7.2 R0 TAI S FIRE A. E E IRORDAl _ A7A ROOF DETAILS ` 7.5 0 TAI S W1�`�eC9ATeST4 �S SURVEYOR: I L REIDMIDDLETON A8.3 WINDOWTYPES SCHEDULES 728 134TH STREET SW, SUITE 200 A8tA9 4 STOREFRONT TYPES & SCHEDULES EVERETT, WA 98204 g WIN OW DETAI CONTACT: JAMES PURKEY (4zs)7a1so2s IN W E AILjpurkey@reidmiddleton.com WINDOW DETAILS=TYPE__L� MECHANICAL, ELECTRICAL, PLUMBING, LIGHTING: T R 0 OR DETAI S =-- GWMAC NS C L ,d-3,1601 FIFTH AVE., SUITE 2210 't'.-.=-fSEATTLE,WA9a101 - STRUCTURAL CONTACT: MICHAELALIAGA SOA GENERALSTRUCTURALNOTES _ (206)262-1010 SO.2 GENERALSTRUCTURALNOTES maliaga@glumae.com SO.3 GENERAL STRUCTURAL NOTES ENERGY MODELING: $0.4 SPECIAL INSPECTION SCHEDULE 360 ANALYTICS - SO.5 SPECIAL INSPECTION SCHEDULE 7102ND AVE., SUITE 925 - SO.6 - STRUCTURAL ABBREVIATION SEATTLE, WA 98104. - S2.1 FOUNDATION PLAN CONTACT: LUKAS HOVEE S2.2 FIRST FLOOR PLAN (206) 557-4732 S2.3 SECOND FLOOR PLAN lukas@380analytics.dam AIgsL/ ^gL1`i� /t \y.S2 4 ROOP PLAN CITY T1�� COPY CONTRACTOR: - 5 P I L W.G. CLARK CONSTRUCTION CO. - S3:1 TYPICAL CONCRET ILS 1945 YALE PLACE EAST S3.2 TYPICAL FOUNDATION DETAILS SEATTLE,WA98102 - S5.1 TYPICAL STEEL DETAILS coNrncT6 BRAY (206)340-fi636 36 S5.2 TYPICAL STEEL DETAILS , jbmy@wgclark.mm S6.1 TYPICAL WOOD DETAILS S6.2 TYPICAL WOOD DETAILS S6.3 SHEAR WALL SCHEDULE AND DETAILS i S6.4 HOLDOWN SCHEDULE AND DETAILS S6.5 MEZZANINE FRAMING DETAILS S6.6 FRAMING DETAILS LIGHTING i EO.0 LEGEND & ABBREVIATIONS DEFERRED SUBMITTALS E1.0 LUMINAIRE SCHEDULE E2.1 1ST FLOOR LIGHTING THECONTRACTOR SHALL SUBMIT THE FOLLOWING PERMIT APPLICATIONS AS DEFERRED SUBMITTALSTO THE AUTHORITY HAVING JURISDICTION: 1. ELECTRICAL PERMIT - - - City of Edmoi Bwldmg Department 2. PLUMBING PERMIT ELECTRICAL 3. FIRE SPRINKDERISUPPN S SYSTEMS PERMIT E101 SITE UTILITY PLAN ja"i� Ty SYSTEMS S 4. FIRE ALARMIDETECTION SYSTEMS PERMIT � � ®` PLAN S• 9ZLf +pfls-aa BBB( J„J Obtain ElectriL•al hermit from ArP OVED Skate Labor & Industries Ctl2r l y ee environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 60443 REGISTERED ARCHB GER E UCKER 5TA WASHINGTON Cover Sheet NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions -1 04.02.2019 PwmB Revisions _ Drawn by: AKD Checked by (P.M.): SK ENGINEERING DMSNON Checked by (Q.C.): AA O D NOTEPn�itA RT Dak Protect No. 15015A RESUB APR 0 8 2019 T1.1 �� Cl- Ir J J J 0.5 S.F. 0.5 S.F. 0.2 S.F. 0.2 S.F. 0.3 S.F. 0.3 S.F. 2.0 S.F. COFFEE SHOP PERMANENT MARQUEEIPROJECTING SIGN AREA" I I I I %.3 J0.3 S.F. 0.3 S.F. .3 S.F. 0.3 S.F. .3 S.F. 0.1 S.F. .5 S.F. 0.2S.F..3 S.F. 0.3 S.F. S.F. 1.5 S.F. SUBTOTAL 1.7 S.F. SUBTOTAL ISS.F.-1.7 S.F. 3.2 S.F. THRIFT STORE PERMANENT MARQUEEIPROJECTING SIGN AREA 1.6 S.F. 1.5 S.F. 1.1 S.F. 1.2 S.F. .8 S.F. 8.2 S.F. SUBTOTAL I I I I I I .9 B.F. I - IIQII I D DI L LO J I IIILLLL I J��IIII L llllllllDJ 7 SF..5S.F F. 1 S.F. SUBTOTAL 0.1 S.F. 0.5 S.F. 3 S.F. 0.5 S.F. � .3 S.F. 0.5 S.F. - .3 S.F. 1AS.F. .4 S.F. - O.SS..3 S.F. 4.3 S.F. SUBTOTAL - - .5 SF. 2.1 S.F. SUBTOTAL 8.2 S.F. +4.3 S.F. +2.1 S.F.+2.1 S.F. _ 16.7 S.F. EWC PERMANENT WALL SIGN AREA - 16.7 S.F. EWC MAIN WALL SIGN AREA +32 S.F. THRIFT STORE PROJECTING SIGN AREA +2.0 S.F. COFFEE SHOP PROJECTING SIGN AREA' 'PLACEHOLDER UNTIL 21.9S.F.: TOTAL PERMANENT SIGN AREA VENDOR IS IDENTIFIED / 3 \ Sign Area Scale: 1/2" =1'-0" Second Floor Area T1.2 Scale: 1" = 30'-0" + 'r First Floor Area T1.2 Scale: I" = 30'-01' LAND USE CODE INFORMATION EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) _ ZONING: CW(COMMERCIAL WATERFRONT) COMPREHENSIVE PLAN DESIGNATION: SHORELINE COMMERCIAL REGIONAL PARK-. PARKS, RECREATION, AND OPEN SPACE (PROS) PLAN SHORELINE ENVIRONMENT: URBAN MIXED USE I PROPERTY WITHIN DOWNTOWN / WATERFRONT ACTIVITY CENTER: YES LOT AREA: 2.75 ACRES (PER SITE SURVEY) = 119,636 S.F. BUILDING AREA: GROSS BUILDING AREA - S.F. (TO OUTSIDE FACE OF EXT WALL) DIAGRAMS - FLOOR 1 13418 SEE 1 I T1.2 FLOOR - 12811 - SEE 2I T1.2 TOTAL - 26229 PROPOSED LAND USE: PRIMARY- REGIONAL PARK (REQUIRES CONDITIONAL USE PERMIT, ECDC 17.100.070.A) SECONDARY- LOCAL PUBLIC RECREATION, PEDESTRIAN RETAIL, OFFICES ABOVE GROUND FLOOR, OFF-STREET PARKING ALL PROPOSED USES ARE EITHER PERMITED OUTRIGHT OR BY CONDITIONAL USE SITE DEVELOPMENT STANDARDS. REQUIRED - REQUIRED PROPOSED : DIAGRAM ECDC 16.55.020 TABLE A ECDC 24.40.090 CW-COMMERCIAL SHORELINE, RECREATION, .. WATERFRONT, URBAN MIXED USE I MIN. LOT AREA NONE - WA MIN.LOTWIDTH NONE - NIA MIN. BUILDING - IVLANDWARDOF - SETBACK BULKHEADS 15'FROM SHORE 18'-111/2"MIN. - SEE 1IAL1. MAX. BLDG. HEIGHT 30' 30 29'-6112" SEE 1 / A3.1 MAX. BLDG. - NONE NONE 15,0001119,636 SF COVERAGE =12.5% MAX. IMPERVIOUS I WA - NIA OFF-STREET PARKING REGULATIONS ECDC 17.50: REQUIRED - DOWNTOWN BUSINESS AREA-1 SPACE PER 500 G.S.F. - PROPOSED - - - G.S.F. INCLUDES OUTDOOR AREAS USED FOR SAME USE 26229 G.S.F BLDG. AREA+ 1670 G.S.F. OUTDOOR= 27899 G.S.F. COMBINED 27899 G.S.F. 1500 G.S.F.= 56 SPACES REQ. MIN. 700FFSTREET SPACES (SEE1/A7.1) LIGHTING STANDARDS ECDC 17.60.030.B: REQUIRED PROPOSED EXTERNAL LIGHTS SHALL BE SHIELDED, TRAINED OR GLARE ONTO ADJACENT PROPERTY TO BE DIRECTED TO MINIMIZE GLARE ONTO ADJACENT MINIMIZED (SEE E2.01-E2.03) PROPERTY OR PASSING TRAFFIC - SIGNS PERMITTED ECDC 20.60.020.M: - WALL MOUNTED SIGNS ARE PERMITTED IN ALL NEIGHBORHOODS/DISTRICTS PROJECTING(MARQUEE) SIGNS ARE PERMITTED IN ALL NEIGHBORHOODS I DISTRICTS WALL MOUNTED AND PROJECTING SIGNS ARE PROPOSED TOTAL MAXIMUM PERMANENT SIGN AREA ECDC 20.60.025 ALLOWED PROPOSED MAX. SIGN AREA-1 S.F. PER L.F:OF WALL CONTAINING THE MAIN PUBLIC ENTRANCE TO THE BUILDING 149 L.F. OF ENTRANCE WALL (SEE 3/T1.2): = 149 S.F. MAX. SIGN AREA. 21.9 S.F. TOTAL SIGN AREA (SEE 3 I T1.2) MAX. NUMBER OF SIGNS IS THREE PER SITE 3 SIGNS - WALL SIGNS - MAXIMUM AREA AND HEIGHT ECDC 20.60.030: ALLOWED PROPOSED MAX. WALL SIGN AREA -1 S.F. PER L.F. OF ATTACHED WALL 21'-112"L.F. OF WALL FOR EWC SIGN (SEE 31 T1.2) = 21 S.F. MAX. EWC WALL SIGN AREA. 16.7 S.F. EWC WALL SIGN AREA (SEE 3/T1.2) MAX. WALL SIGN HEIGHT ABOVE GRADE -14 FEET OR HEIGHT OF FACE OF BUILDING ON WHICH SIGN IS LOCATED . HEIGHT OF BUILDING FACE =25'312"MAX. SIGN HEIGHT-16'-103W'EWC SIGN HEIGHT ABOVE GRADE - (SEE I IA3.1) PROJECTING SIGNS - MAXIMUM AREA AND HEIGHT ECDC 20.60.040: ALLOWED PROPOSED MAX. PROJECTING SIGN AREA -16 S.F. 3.2 S.F. THRIFT STORE SIGN AREA (SEE 31 T1.2) 2.0 S.F. COFFEE SIGN AREA (SEE 31 T12) MAX: PROJECTING SIGN HEIGHT ABOVE GRADE- - HEIGHT OFWALL TOWHICH SIGN ISATTACHED THRIFT SHOP WALL HEIGHT = 25=312"MAX. SIGN HEIGHT 1V-0" THRIFT SIGN HEIGHT (SEE 11 A3.1) COFFEE WALL HEIGHT= 264"MAX SIGN HEIGHT 9'-0" COFFEE SIGN HEIGHT (SEE 21 A32) MARQUEE SIGN MAY NOT EXCEED T- " IN VERTICAL DIM. 8 518" VERT. DIM. FOR THRIFT+ COFFEE SIGNS (SEE 31 T1.2) HEIGHT EXCEPTIONS ECDC 21A0.030.1): ALLOWED PROPOSED IN COASTAL HIGH HAZARD AREAS, HEIGHT IS - MEASURED FROM THE ELEVATION THAT IS ZY ABOVE BASE FLOOD ELEVATION AS IDENTIFIED FROM THE APPLICABLE FEMA FLOOD HAZARD MAP - - - SASEFLOOD ELEV. FROM FEMA MAP =12' 0" 12=0°FEMA ELEV.+2'-0"=14'-0"BLDG. HEIGHTBASE ELEV. - 14'0"HEIGHTBASE+30'-0"MAX BLDG. HEIGHT= - ELEV. 44'-0"BLDG. HEIGHTLIMIT 43'612"ROOFPEAK ELEV, ELEVATOR PENTHOUSES NOT TO EXCEED 72 SF OR 72 SF.+ 3'.0" MAX. ABOVE HEIGHT LIMIT T-V IN HEIGHT FOR PORTION ABOVE HEIGHT LIMIT - SOLAR ENERGY INSTALLATIONS NOT TO EXCEED - 36" MAX. ABOVE HEIGHT LIMIT 3V IN HEIGHTABOVE THE HEIGHT LIMIT PUBLIC ACCESS AND VIEWS ECDC 24.40.040: REQUIRED PROPOSED WITHIN URBAN MIXED USE I AND LANDWARD OF O.H.W.M., A VIEW CORRIDOR MUST BE MAINTAINED ACROSS - 30% OF THE AVERAGE PARCEL WIDTH MAX PARCEL WIDTH = 307 L.F 307L.F.X30%=92.2"REQUIRED VIEW CORRIDOR WIDTH 138'-3"VIEW CORRIDOR WIDTH (SEE 11 A1.1) PERMITTED SHORELINE DEVELOPMENT ECDC24.40.080: IN AREAS DESIGNATED AS URBAN MIXED USE 1, RECREATION AND SIGNS ARE PERMITTED AND REQUIRE A SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT. PARKING NOT SUPPORTING AN ASSOCIATED - WATER -DEPENDENT USE IS PERMITTED AND REQUIRES A SHORELINE CONDITIONAL USE PERMIT. PROJECT IS PURSUING SHORELINE SUBTANTIAL DEVELOPMENT AND CONDITIONAL USE PERMITS. -rim environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 - phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220. RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCHI GER E UCKER sTA WASHINOYON Land Use Code Info NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 PennR Reviskxis Drawn by: AKD Checked by (P.M.): SK Checked by (Q.C.): RT Project No. 15015A RESUB APR 0 8 2019 T 1 .2 4ON&M■■. ■■ BUILDING CODE INFORMATION 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS: CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION CHAPTER 6 - TYPES OF CONSTRUCTION CHAPTER 10 -MEANS OF EGRESS CHAPTER 29 PLUMBING SYSTEMS - - SEC. 302.1 PROPOSED OCCUPANCIES SEC. 602 CONSTRUCTION. TYPE V-B (NONRATED) PROPOSED. SEC. 100 OCCUPANT LOAD CALCULATIONS TABLE 2902.1 MIN. NO, OF REQUIRED PLUMBING FIXTURES - - (SEE OCCUPANT LOADS & EXIT SEPARATIONS DIAGRAMS ON SHEET TI A): SEEALSO'OCCUPANT LOADS' DIAGRAM ON SHEET TIA SEE SHEET SEC. 1004 FOR OCCUPANT LOAD CALCULATIONS. . FIRST FLOOR: ASSEMBLY GROUP A•2 (BANQUET ROOM, KITCHEN) TABLE 601.FIRE-RESISTANCE RATING REQUIREMENTS FOR TYPE V-B CONSTRUCTION, FOR BUILDING ELEMENTS - - (ENTRY LEVEL) ASSEMBLY GROUP A-3 (COMM. MTG ROOM, COMM. LOUNGE) PRIMARY STRUCTURAL FRAME: 0- BUSINESS GROUP B (GREEN ROOM, HALL, MISC. OTHER SPACES) BEARING WALLS, EXTERIOR: 0 MERCANTILE GROUP M (THRIFT STORE) - BEARING WALLS, INTERIOR: 0 STORAGE GROUP S-1 NON -BEARING WALLS AND PARTITIONS: 0 SECOND FLOOR: ASSEMBLY GROUP A3 (COMM. MTG., MULTIPURPOSE, GAME ROOM) FLOOR CONSTRUCTION: ROOF CONSTRUCTION: 0 0 OCCUPANCY GROUP A-2 I A-3 I B M S-1 I TOTALS FIRST FLOOR 304 90 34 37 8 473 SECOND FLOOR f304 308 S3 5 376 TOTAL OCCUPANT LOADS 1 398 1 97 j _ - 37 13 849 BUSINESS GROUP B (OFFICES AND CLINICS, MISC. OTHER SPACES) STORAGE GROUP S-1 - TABLE W2: FIRE RESISTANCE RATING REQ. FIRE - FOR EXTERIOR WALLS BY FIRE SEPARATION DISTANCE °X' SEC. 1004.3 POSTING OF OCCUPANT LOAD EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF SEC. 303.1.2 SMALL ASSEMBLY SPACES - FOR TYPE, CONSTRUCTION, - THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 FIRE SEPARATION = X <5 FEET - I HOUR DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERSONS, OR LESS THAN 750 SQUARE FEET IN AREA, AND ACCESSORY TO ANOTHER OCCUPANCY FIRE SEPARATION=5 FEET5X 110 FEET 1HOUR PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR THE OWNER'S AUTHORIZED SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY. FIRE SEPARATION 210 FEET - 0HOUR. G 1 CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS SEC. 404.6 ENCLOSURE OF ATRIUMS EXCEPTION 3: A FIRE BARRIER IS NOT REQUIRED BETWEEN THE ATRIUM AND THE ADJOINING SPACES OF ANY THREE FLOORS OF THE ATRIUM PROVIDED SUCH SPACES ARE ACCOUNTED FOR IN THE DESIGN OF THE SMOKE CONTROL SYSTEM. SEC 4045 SMOKE CONTROL EXCEPTION 1: IN OTHER THAN GROUP 1-2 AND 1-1, CONDITION 2, SMOKE CONTROL IS NOT REQUIRED FOR ATRIUMS THAT CONNECT ONLY TWO STORIES. IBC INTERPRETATION NO 54.07 CONFIRMS "THE TWO-STORY ATRIUM SPACE WILL NOT REQUIRE SEPARATION FROM ADJACENT SPACES". PROPOSED COMMUNITY LOUNGE 107 MEETS THE ABOVE CRITERIA. SEC. 410.4 PLATFORM CONSTRUCTION - PLATFORMS SHALL BE CONSTRUCTED OF THE MATERIALS AS REQUIRED FOR THE FLOORS. 1 SEC. 427.2 REQUIRED ELECTRIC VEHICLE CHARGING INFRASTRUCTURE (WA STATE AMENDMENTI EXCEPTION 427.2 APPLIES AS FOLLOWS: PROPOSED AREA OF GROUP B OCCUPANCY = 3163 (FIRST FL.) +6200 (SECOND FL.) = 9363 S.F. OFFSITE PARKING REQUIRED PER LAND USE CODE (ECDC 17.50):1 SPACE PER 500 S.F. PARKING STALLS REQUIRED FOR GROUP B AREAS = 9363 S.F. 1500 S.F. PER STALL =19 SPACES EXCEPTION: `GROUP R AND B OCCUPANCIES SERVED BY LESS THAN 20 ON -SITE PARKING." ELECTRIC VEHICLE CHARGING INFRASTRUCURE NOT REQUIRED. TWO FUTURE E.V. CHARGING STATIONS PROPOSED VOLUNTARILY.. CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE FOR A, B, M AND S OCCUPANCIES WITH APPROVED AUTOMATIC SPRINKLER SYSTEM IN TYPE V-B CONSTRUCTION, ALLOWABLE BUILDING HEIGHT IS 60'MAX. ABOVE GRADE PLANE. SIDE OF BUILDING AVERAGE GRADE (MEASURED 6 FEET FROM EXTERIOR WALL) WEST 13.0' NORTHWEST 147 NORTH 14.6' EAST 147 SOUTH 13.9' AVERAGE 70.9. 5=14.18' CALCULATED GRADE PLANE ALLOWED MAX. HEIGHT PROPOSED BUILDING HEIGHT EL. 14.18'. 14.1 8'+ 60'= EL. 74.18' EL. 43.5' SEE EXTERIOR ELEVATIONS, SHEETS A3.1 AND A3.2. TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE FOR TYPE V-B CONSTRUCTION WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM PER 903.3.1.1 GROUP A-21A3: - 2STORIES GROUP B: 3 STORIES _ GROUP M: 2STORIES GROUP S-1 2 STORIES PROPOSED BUILDING: 2 STORIES SEC.506 BUILDING AREA NON -SEPARATED, MIXED USE OCCUPANCIES PROPOSED. THE ALLOWABLE BUILDING HEIGHT AND AREA OF THE BUILDING SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING (IBC 508.3.2) TABLE 506.2: ALLOWABLE AREAS FOR TYPE V-B CONSTRUCTION, MULTIPLE STORIES, WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM GROUP A-21A3: 18,000 SQUARE FEET (MOST RESTRICTIVE) GROUPS: 27,000 SQUARE FEET GROUPM: 27,000 SQUARE FEET GROUPS-1 27,000 SQUARE FEET PROPOSED AREAS FIRST (A-2/A-3 MOST RESTRICTIVE) 12918 S.F. SECOND (A3 MOST RESTRICTIVE) 13227 S.F. TOTAL BUILDING AREA PROPOSED 26146 S.F. E8 C. 508 MIXED USE AND OCCUPANCY - SEC 50832 ALLOWABLE BUILDING AREA AND HEIGHT THE ALLOWABLE BUILDING AREA AND HEIGHT OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH SECTION 503.1. THE PROPOSED OCCUPANCIES ARE NON -SEPARATED, AND THE PROPOSED BUILDING AREA AND HEIGHT DO NOT EXCEED THE MOST RESTRICTIVE ALLOWANCE FOR EACH OCCUPANCY GROUP. SEC Sol,% SEPARATION NO SEPARATION IS REQUIRED BETWEEN NON -SEPARATED OCCUPANCIES. ELEMENT F.S.D. PROPOSED REQUIRED RATING PROPOSED RATING "SOUTH WALLA" 81-V 1 HOUR 1 HOUR "SOUTH WALL B" 10-0" 0 HOUR 0 HOUR ALL OTHER. >Ivt" O. HOUR 0HOUR SEE CODE PLANS 1 & 2 ON SHEET TIA FOR LOCATION OF "SOUTH WALLA" AND "SOUTH WALL B". CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES SEC. 03.2 FIRE -RESISTANCE RATINGS THE FIRE -RESISTANCE RATING OF BUILDING ELEMENTS, COMPONENTS OR ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E 119 OR UL 263 OR IN ACCORDANCE WITH SECTION 703.3. SEC. 705.2 PROJECTIONS PROJECTIONS FROM WALLS OF TYPE V CONSTRUCTION SHALL BE OF ANY APPROVED MATERIAL. PROJECTION LOCATION F,S.D. AN DIST. FROM F.S.D. LINE REQ'D. PROPOSED EAST EAVE OVERHANG/CANOPY >30'4' 20%0" 73'-7" WEST EAVE OVERHANG/CANOPY >30'4" 20-0 51'•1" NORTH EAVE OVERHANG/CANOPY >30'4' 20'-V 1 "SOUTH WALL WEAVE OVERHANG M" 24°+(Ir (8'-3'))=64"=5'46'•9114" "SOUTH WALL B"EAVE OVERHANG 1014T 24'+(W (10'- T)) = 80"= V-W 6'•91/2" SEE CODE PLANS 1 & 2 ON SHEET TI A FOR LOCATION OF "SOUTH WALL A" AND "SOUTH WALL B" SEC 705. FIRE RESISTANCE RATINGS EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF 510 FEET SHALL BE RATED FOR EXPOSURE FROM BOTH SIDES. PROPOSED "SOUTH. WALL A" IS FIRE RATED FROM BOTH SIDES. SEE FLOOR PLANS AND SHEET ASA EXTERIOR WALL TYPES. SEC.705.8 OPENINGS FOR UNPROTECTED OPENINGS IN BUILDINGS WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM: FIRE SEPARATION DISTANCE (FEET) ALLOWABLE OPENINGS AREA 5 TO LESS THAN 10 - 25% 10 TO LESS THAN 15 45% 20 OR GREATER NO LIMIT ELEMENT F.S.D.. ALLOWABLE OPENING PROPOSED AREA "SOUTH WALL A" (FL. 1) 64' 25% 66 SF OPEN / 594 SF =11.1 % "SOUTH WALL A" (FL. 2) 8'0 25% 55 SF OPEN / 923 SF = 5.9% "SOUTH WALL B" (FL. 1) 10'-0" 45% 140 SF OPEN / 866 SF =16.2 % "WEST WALL A" Q GAME ROOM 11'-5° 45% 82 SF OPEN / 328 SF = 25 % ALL OTHER >20'-0' NO LIMIT NIA SEE EXTERIOR ELEVATION DIAGRAMS 3 & 6/T1.4 FOR PROPOSED OPENING AREA AND CODE PLANS i & 21TI A FOR LOCATION OF "SOUTH WALLA', "SOUTH WALL B", AND "WEST WALL A". - SEC. 705.11 PARAPETS EXCEPTION 1: A PARAPET IS NOT REQUIRED WHERE THE WALL IS NOT REQUIRED TO BE FIRE -RESISTANCE RATED IN ACCORDANCE WITH TABLE 602 BECAUSE OF FIRE SEPARATION DISTANCE. PROPOSED "EAST, WEST, NORTH, AND SOUTH B" WALLS DO NOT REQUIRE A PARAPET DUE TO i PARATION DISTANCES PROPOSED.ION 6: A PARAPET IS NOT REQUIRED WHERE THE WALL IS PERMITTED TO HAVE MAXIMUM 25 %EXTERIOR WALL AREAS CONTAINING UNPROTECTED OPENINGS BASED ON FIRE SEPARATION CE AS DETERMINED BY SECTION 705.8.ED "SOUTH WALL A" MEETS THIS CRITERIA AND DOES NOT REQUIRE A PARAPET. SEE TION 705.8 FOR COMPLIANCE. CHAPTER 8 - INTERIOR FINISHES TABLE 803.9 INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY IN SPRINKLERED BUILDINGS: GROUP: EXIT ENCLOSURES EXIT ACCESS STAIRS ROOMS/ENCLOSED SPACES GROUP A-21A3 B B C GROUP B, M B C C GROUPS C C C IBC CHAPTER 9 -FIRE PROTECTION SYSTEMS EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) CHAPTER 19.25 FIRE CODE ECDC 19.25.035A.2 AUTOMATIC FIRE SPRINKLERS - AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AND MAINTAINED THROUGHOUT ALL NEW BUILDINGS AND STRUCTURES WITH A FIRE AREA OF 5,000 SF OR GREATER, REGARDLESS OF TYPE OR USE. AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH IBC 903.3.1.1 IS PROPOSED THROUGHOUT THE ENTIRE STRUCTURE. SEC. 906 PORTABLE FIRE EXTINGUISHERS PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED: 1. IN GROUP A, B. M, AND S OCCUPANCIES - 2. WITHIN 30 FEET OF A COMMERCIAL COOKING EQUIPMENT TABLE 906.3: FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS MAXIMUM FLOOR AREA PER EXTINGUISHER 11,250 SQUARE FEET MAXIMUM DISTANCE OF TRAVEL 75FEET PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS LOCATIONS ALONG NORMAL PATHS OF TRAVEL. FIRE EXTINGUISHER LOCATIONS ARE INDICATED ON THE BUILDING FLOOR PLANS. ECDC 19.25.035C FIRE ALARMS AND DETECTION SYSTEMS AN APPROVED, MONITORED AUTOMATIC FIRE ALARM SYSTEM SHALL BE INSTALLED AND MAINTAINED IN ALL NEW BUILDINGS WITH A FIRE AREA OF 3,000 SF OR GREATER, REGARDLESS OF TYPE OR USE. AN APPROVED, MONITORED AUTOMATIC FIRE ALARM AND DETECTION SYSTEM IS PROPOSED THROUGHOUT THE ENTIRE STRUCTURE. SEC. 1005 MEANS OF EGRESS SIZING. THE CAPACITY (IN INCHES WIDTH) OF EXIT STAIRWAYS SHALL BE 0.31NCH PER OCCUPANT. THE CAPACITY (IN INCHES WIDTH) OF EXIT OTHER EGRESS COMPONENTS SHALL BE 0.2 INCH PER OCCUPANT. SEE'EGRESS DIAGRAMS' 4 & 5 ON SHEET TI A FOR STAIRWAY, DOORWAY, AND HALLWAY WIDTH CALCULATIONS. SEC. 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS TWO EXITS SHALL BE PROVIDED FROM ANY SPACE WHERE ONE OF THE FOLLOWING ARE EXCEEDED: GROUP OCCUPANTLOAD PATH OF EGRESS TRAVEL A: 49 75 FEET B: 49 100 FEET M: 49 75 FEET - S: 29 100 FEET SEE'OCCUPANT LOADS AND EXIT SEPARATIONS DIAGRAMS' 1 & 2 ON SHEET T1.4 FOR NUMBER OF EXITS AND TRAVEL DISTANCES. SEC.10 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION - - WHERETWO EXITS ARE REQUIRED AND A BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM, THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA TO BE SERVED. SEE'OCCUPANT LOADS & EXIT SEPARATIONS DIAGRAMS' 1 & 2 ON SHEET T1.4 FOR EXIT SEPARATIONS. SEC.1009 ACCESSIBLE MEANS OF EGRESS - S EAN P LD S 0 T 8 1 1 1 1 S AI A S,A D 0 R-0 E DO R. H L AT R S 0 TO T EA C S IB EM S OF EGRESS. SEC. 1009.3 STAIRWAYS -ACCESSIBLE MEANS OF EGRESS EXCEPTIONS CLEAR WIDTH OF 48" BETWEEN HANDRAILS AND AREAS OF REFUGE ARE NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9D3.3.1.1. - SEE SHEETS A4.6 AND A4.7 FOR ENLARGED STAIR PLANS AND SECTIONS AND EGRESS WIDTH DIMENSIONS PROPOSED. SEC. 1010.1.4.2 POWER -OPERATED DOORS WHERE MEANS OF EGRESS DOORS ARE OPERATED BY POWER, THE DOOR SHALL BE CAPABLE OF BEING OPENED MANUALLY TO PERMIT MEANS OF EGRESS TRAVEL. SEC. 1012 RAMPS RAMPS USED AS PART OF A MEANS OF EGRESS SHALL HAVE A SLOPE NOT STEEPER THAN 8 PERCENT. VERTICAL RISE FOR ANY RAMP SHALL NOT EXCEED 30 INCHES. SEC 10162 EGRESS THROUGH INTERVENING SPACES - EGRESS THROUGH INTERVENING SPACES IS PERMITTED WHERE THE ADJOINING ROOMS ARE ACCESSORY TO ONE OR THE OTHER, AND WHERE THE INTERVENING ROOMS ARE THE SAME OR A LESSER HAZARD OCCUPANCY GROUP, THE SECOND EXIT FROM BANQUET ROOM AND THE MULTI -PURPOSE ROOMS IS PROVIDED THROUGH THE ADJOINING BANQUET AND MULTI -PURPOSE ROOMS. SEE'EGRESS DIAGRAMS' 4 & 5 ON SHEET TI A FOR EXIT PATHWAYS. SEC. 1017 EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE (WITH SPRINKLER SYSTEM) SHALL NOT EXCEED: OCCUPANCY EXIT ACCESS TRAVEL DISTANCE A 250 FEET - - B: 300 FEET M: 250 FEET S-1 250 FEET SEE'OCCUPANT LOADS & EXIT SEPARATIONS DIAGRAMS' 1 & 2 ON SHEET T1A FOR TRAVEL DISTANCES. SEC.1019 EXIT ACCESS STAIRWAYS AND RAMPS IN OTHER THAN GROUP 1-2 AND 13 OCCUPANCIES, EXITACCESS STAIRWAYS THAT COMMUNICATE BETWEEN ONLY TWO STORIES ARE NOT REQUIRED TO BE ENCLOSED. E .102 CORRIDORS - - - - PER TABLE 1020.1, NO FIRE -RESISTANCE RATED CORRIDORS ARE REQUIRED DUE TO NFPA 13 AUTOMATIC SPRINKLER SYSTEM PROPOSED. CHAPTER 11 - ACCESSIBILITY SEC. 1104.1 SITE ARRIVAL POINTS:RE-DEVELOPMENT AT T ONE ACCESSIBLE THIN THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, AE PARKING, PASSENGER LOADING ZONES, AND PUBLIC STREETSOR SIDEWALKSSEE EDMONDS WATERFROPERMIT SET. SEC. 1104.3 CONNECTED SPACES AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING. SEC. 1105 ACCESSIBLE ENTRANCES ALL PUBLIC ENTRANCES TO THE PROPOSED BUILDING SHALL BE ACCESSIBLE. TABLE 110111 ACCESSIBLE PARKING SPACES TOTAL SPACES PROVIDED ACCESSIBLE SPACES REQUIRED ACCESSIBLE SPACES PROVIDED 70 3 3 SEC. 1106.5 VAN SPACES FOR EVERY 6 ACCESSIBLE SPACES, ONE SHALL BE A VAN ACCESSIBLE SPACE. ONE ACCESSIBLE VAN SPACE PROPOSED. SEC. 1106.6 LOCATION ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE. SEE EDMONDS WATERFRONT RE -DEVELOPMENT PERMIT SET FOR ACCESSIBLE PARKING - SPACES. CHAPTER 12 - INTERIOR ENVIRONMENT - .1 SEC. 1208.2 MINIMUM CEILING HEIGHTS OCCUPIABLE SPACES, HABITABLE SPACES AND CORRIDORS SHALL HAVE A CEILING HEIGHT OF MINIMUM T-T. BATHROOMS, TOILET ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF MINIMUM T-T. - ALL PROPOSED CEILING HEIGHTS COMPLY. THE COFFEE. KIOSK IS SIMILAR TO A KITCHEN AND REQUIRES A CLEAR HEIGHT OF MIN. TA". WATER CLOSETS LAVATORIES REQ'D MEN - WOMEN REQ'D MEN WOMEN OCCUPANCY TYPE NO. OF OCC.S 152 MEN 1 PER75. 1 PER '0 GROUP A-2-ASSEMBLY - -304 - � 152 WOMEN 1 PER 75 2.03 2.03 - 1 PER 200 0.76 0.76 200 MEN 1 PER 125 - - 1 PER 200 GROUP A3-ASSEMBLY 398 199 WOMEN 1PER 65 1'60 3.08 1PER 200 1.00 1.00 48 MEN 1 PER 25 1 PER40 GROUPS -BUSINESS - 97 . 49WOMEN1 PER 25 1.92 1.98 1 PER 40 . 1.20 1.23 18 MEN 1 PER 500 1 PER 750 GROUPM-MERCANTILE 37 0.04 -. 0.04 0.02 0.03 19 WOMEN 1 PER 500 1 PER 750 6 MEN - - 1 PER 100 - 1 PER 100 GROUP S-1-STORAGE 13 0.06 0.07 0.06 0.07 7 WOMEN 1 PER 100 1 PER 100 .TOTALS - REQUIRED FIXTURES &84 - 7.16 - 3.04 3.08 0 PLUMBING FIXTURES PROPOSED 12 8 8 - +g URINAL'- _ SEC, 2902 51 DRINKING FOUNTAIN NUMBER - OCCUPANT LOADS OVER 30 SHALL HAVE ONE DRINKING FOUNTAIN FOR THE FIRST 150 OCCUPANTS, THEN ONE PER EACH ADDITIONAL 500 OCCUPANTS, - EXCEPTION 2: A DRINKING FOUNTAIN NEED NOT BE PROVIDED IN A DRINKING OR DINING ESTABLISHMENT. 1 OCCUPANTLOAD DRINKING FOUNTAINS REQUIRED 849 - 1-l(849-150)/500)=2A 2 DRINKING FOUNTAINS PROVIDED WITH EXCEPTION 2. PROPOSED BUILDING INCLUDES A COMMERCIAL KITCHEN,A WARMING KITCHEN, AND A COFFEE KIOSK THAT WILL ALL PROVIDE DRINKING WATER. - 2915 INTERNATIONAL MECHANICAL CODE CHAPTER 5-EXHAUST SYSTEMS SEC. 506.3.11 GREASE DUCT ENCLOSURES A COMMERCIAL KITCHEN GREASE DUCT SERVING A TYPE I HOOD THAT PENETRATES A CEILING, WALL, FLOOR OR ANY CONCEALED SPACE SHALL BE ENCLOSED FROM THE POINT OF PENETRATION TO THE OUTLET TERMINAL. IN -LINE EXHAUST FANS NOT LOCATED OUTDOORS SHALL BE ENCLOSED AS REQUIRED FOR GREASE DUCTS. A DUCT SHALL PENETRATE EXTERIOR WALLS ONLY AT LOCATIONS WHERE UNPROTECTED OPENINGS ARE PERMITTED BY THE IBC. THE DUCT ENCLOSURES SHALL BE A SHAFT ENCLOSURE IN ACCORDANCE WITH SECTION 506.3.11.1, A FIELD -APPLIED ENCLOSURE ASSEMBLY IN ACCORDANCE WITH SECTION 508.3.11.2 OR A FACTORY -BUILT ENCLOSURE ASSEMBLY IN ACCORDANCE WITH SECTION 506.11.3. DUCT ENCLOSURES SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN THAT OF THE ASSEMBLY PENETRATED AND NOT LESS THAN 1 HOUR. FIRE. DAMPERS AND SMOKE DAMPERS SHALL NOT BE INSTALLED IN GREASE DUCTS. GREASE DUCT ENCLOSURE WILL BE FIELD -APPLIED IN ACCORDANCE WITH IMC SECTION 506.3.11.2. - - 02 ifl environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCHI GE UCKER 5TA WA3NINOTON Building Code Info NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions / 1 \04.022019 Penn! Revislans Drawn by: AKD Checked by (P.M.): SK Checked by (G.C.): RT - Protect No. 15015A RESUB T1.3 APR 0 8 2019 % EXISTING WALL OPENINGS= 5.9% ALLOWED OPENING = 25 SOUTH WALL A SECOND FLOOR I�I SOUTH WALL I I FIRST FLOOR TOTAL WALL S.F. = 866 - WALL S.F. _ 594OPENINGS S.F.= 140 G .F.= 6%OF EXISTING �OA ISTINGWALL OPENINGS= 16.2% PENINGS= 11.1%ALLOWED OPENING=45% D OPENING=25% %s� Fire Separation Openings @ South Wall T1 A SEC. 1004 OCCUPANT LOAD SEC.1004.1.1.3 ADJACENTSTORIES OTHER THAN FOR THE EGRESS COMPONENTS DESIGNED FOR CONVERGENCE IN ACCORDANCE WITH SECTION 1005.6, THE OCCUPANT LOAD FROM SEPARATE STORIES SHALL NOT BE ADDED. SEC. 1005 MEANS OF EGRESS SIZING SEC. 1005.2 MINIMUM WIDTHS REQUIRED SEC, 1005.3.1 STAIRWAYS REQUIRED: 0.3 INCHES PER OCCUPANT IDTH REQUIRED:1=9 S x 0.3" = 52.2" MIN. RIREDLLOWED TO ENCROACS° AT EACH SIDE) WIDTH PROPOSED:H (50" CLEAR BETWEEN HANDRAILS). SEE ALSO SHEET A4.7 FOR PROPOSED DIMENSIONS NORTH STAIR WIDTH REQUIRED: 1 204 OCCUPANTS x 0.3" = 61.2" MIN. REQUIRED NORTH STAIR WIDTH PROPOSED: 66" CLEAR BETWEEN HANDRAILS. SEE ALSO SHEET A4.6 FOR PROPOSED DIMENSIONS. SEC. 1005.3.2 OTHER EGRESS COMPONENTS REQUIRED: 0.21NCHE5 PER OCCUPANT. OTHER EGRESS COMPONENTS PROPOSED INCLUDE DOORS AND HALLWAYS. SEC. 1005.4 CONTINUITY THE MINIMUM WIDTH OR REQUIRED CAPACITY OF THE MEANS OF EGRESS REQUIRED FROM ANY STORY OF A BUILDING SHALL NOT BE REDUCED ALONG THE PATH OF EGRESS TRAVEL UNTIL ARRIVAL AT THE PUBLIC WAY I�L�o.�0000M 1010.1.4.2 Power -operated doors. WEST WALL A Where means of egress doors are operated or assisted by power, the design shall be SECOND FLOOR such that in the event of power failure, the door is capable of being opened manually to permit means of egress travel or closed where necessary to safeguard means of egress. The forces required to open these doors manually shall not exceed those specified in 1 Section 1010.1.3, except that the force to set the door in motion shall not exceed 50 pounds (220 N). The door shall be capable of swinging open from any position to the full width of the opening in which such door is installed when a force is applied to the door on the side from which egress is made. Power -operated swinging doors, power -operated ® sliding doors and power operated folding doors shall comply with SHMA Al56.10. Power -assisted swinging doors and low energy power -operated swinging doors shall comply with BHMA Al56.19. - - MAX. DIAGONAL DISTANCE OF ROOM MAX. DIAGONAL DISTANCE OF ROOM - WI 2 REQUIRED EXITS = 66'-," WI 2 REQUIRED EXITS = 56-10" 66'-1"13 = 2Z-1"MIN. EXIT SEPARATION DISTANCE REQ'D. 59-1093 =19'-0" MIN. EXIT SEPARATION DISTANCE REQ'D. EXIT SEPARATION DISTANCE EXIT SEPARATION DISTANCE PROVIDED =W-V \ PROVIDED =4Z-6" EXIT ACCESS TRAVEL DISTANCE (250'-0" MAX. TRAVEL DIST.) MAXIMUM OVERALL DIAGONAL DISTANCE OF 1010.1.4.2 Power -operated doors. WEST WALL A Where means of egress doors are operated or assisted by power, the design shall be SECOND FLOOR such that in the event of power failure, the door is capable of being opened manually to permit means of egress travel or closed where necessary to safeguard means of egress. The forces required to open these doors manually shall not exceed those specified in 1 Section 1010.1.3, except that the force to set the door in motion shall not exceed 50 pounds (220 N). The door shall be capable of swinging open from any position to the full width of the opening in which such door is installed when a force is applied to the door on the side from which egress is made. Power -operated swinging doors, power -operated ® sliding doors and power operated folding doors shall comply with SHMA Al56.10. Power -assisted swinging doors and low energy power -operated swinging doors shall comply with BHMA Al56.19. - - MAX. DIAGONAL DISTANCE OF ROOM MAX. DIAGONAL DISTANCE OF ROOM - WI 2 REQUIRED EXITS = 66'-," WI 2 REQUIRED EXITS = 56-10" 66'-1"13 = 2Z-1"MIN. EXIT SEPARATION DISTANCE REQ'D. 59-1093 =19'-0" MIN. EXIT SEPARATION DISTANCE REQ'D. EXIT SEPARATION DISTANCE EXIT SEPARATION DISTANCE PROVIDED =W-V \ PROVIDED =4Z-6" EXIT ACCESS TRAVEL DISTANCE (250'-0" MAX. TRAVEL DIST.) MAXIMUM OVERALL DIAGONAL DISTANCE OF SECOND FLOOR=184'-1" 164'-1"13 = 54'-9" MIN EXIT SEPARATION DISTANCE EXIT SEPARATION DISTANCE =99'-0" REV �®A/E titter �/ �!1! 2ND FLOOR OCCUPANCY LEGEND April 1.3, 2019 GROUP A-3-ASSEMBLY Reviewed by: DBeck GROUP B-BUSINESS BECK & ASSOCIATES, PLLC GROUP S-1- STORAGE SQUARE FOOTAGE OF AREA OR ROOM OCCUPANT LOAD OF AREA �e OCCUPANT LOAD FACTOR FROM IBC environmental TABLE 1004.1.2 WORKS EXIT ACCESS PATH OF TRAVEL Community Design Center • • • MAXIMUM OVERALL DIAGONAL 1 402 15th Avenue East 1-HR FIRE RATED WALL, Seattle, Washington 98112 ® EXPOSURE FROM BOTH SIDES phone: 206.329.8300 „ fax: 206.329.5494 Edmonds Waterfront Center New Construction V 220 RAILROAD AVE. EDMONDS, WA 98020 �ZPLAN . MAX. DIAGONAL DISTANCE OF ROOM W/ 2 REQUIRED 6443 EXITS=94'-8" 94'-893 = 31'-7" MIN EXIT SEPARATION DISTANCE REQ'D. ARONI EXIT SEPARATION DISTANCE PROVIDED = 76'S" GER E UCKER MAX. DIAGONAL DISTANCE OF ROOM W/ (2) REQUIRED sTA wASHINGTBN EXITS 50'-9" 50'-9"13 = IVA I" MIN EXIT SEPARATION DISTANCE REQ'D. EXIT SEPARATION DISTANCE PROVIDED=31W' Building Code Info 1ST FLOOR OCCUPANCY LEGEND NOT FOR CONSTRUCTION ® GROUP A-2-ASSEMBLY.. GROUP A-3-ASSEMBLY GROUP B- BUSINESS ��------ _ GROUP M-MERCANTILE -----_ Date _ 12.27.2018 _Building Permit Submittal GROUP S-I-STORAGE , _ Revisions ---1 04.02.2019 Pemnt Revisions SQUARE FOOTAGE OF AREA OR ROOM X OCCUPANT LOAD OF AREA 1 OCCUPANT LOAD FACTOR FROM IBC TABLE 1004.1.2 — — EXIT ACCESS PATH OF TRAVEL _ AKD • MAXIMUM OVERALL DIAGqheokONAL • • • MJ 1-HR FIRE -RATED WALL, �J�— SK ® EXPOSURE FROM BOTH SIDES Checked by (O.C.): MAXIMUM OVERALL DIAGONAL DISTANCE OF RT FIRST FLOOR =158'-6" 158'-67/3 = 5Z-10" MIN. EXIT SEPARATION DISTANCE R\EQ'D. _ project No. QJ0 EXIT SEPARATION DISTANCE PROVIDED=10T-3' D /J —_ _15015A T1.4 PLAN wnccawtMF7rr WEST WALL A SEC. 1004 OCCUPANT LOAD SEC. 1004.1.1.3 ADJACENT STORIES OTHER THAN FOR THE EGRESS COMPONENTS DESIGNED FOR CONVERGENCE IN ACCORDANCE WITH SECTION 1005.6, THE OCCUPANT LOAD FROM SEPARATE STORIES SHALL NOT BE ADDED. SEC. 1005 MEANS OF EGRESS SIZING SEC. 10052 MINIMUM WIDTHS REQUIRED SEC. 1005.3.1 STAIRWAYS REQUIRED: 0.3INCHES PER OCCUPANT SOUTH STAIR WIDTH REQUIRED: 1 174 OCCUPANTS x 0.3" = 522"MIN. REQUIRED (HANDRAILS ALLOWED TO ENCROACH 1.5° AT EACH SIDE) SOUTH STAIR WIDTH PROPOSED; 53" STAIR WIDTH (50"CLEAR BETWEEN HANDRAILS). SEE ALSO SHEET A4.7 FOR PROPOSED DIMENSIONS NORTH STAIR WIDTH REQUIRED: 1 204 OCCUPANTS x 0.3" = 612"MIN. REQUIRED STAIR WIDTH PROPOSED: 4 NTH 64.5' CLEAR BETWEEN HANDRAILS. SEE ALSO SHEET A4.6 FOR PROPOSED DIMENSIONS. SEC. 1005.3.2 OTHER EGRESSCOMPONENTS REQUIRED: 021NCHES PER OCCUPANT. OTHER EGRESS COMPONENTS PROPOSED INCLUDE 1 DOORS AND HALLWAYS. SINGLE DOORS S WORST CASE OCCUPANT LOAD AT SINGLE DOOR PROPOSED = 97 (EXTERIOR GATE 138) 97 OCC.S x 02" =19.4" WIDTH REQUIRED MIN. SINGLE DOOR WIDTH PROPOSED = 34" CLEAR PAIRS OF DOORS WORST CASE OCCUPANT LOAD AT PAIR OF DOORS P 7 S (AT VESTIBULE DOOR 118A) 4 1780CC.Sx02"= 5.' WIDTH REQUIRED S WIDTH PROPOSED = 68" (DOORS 129A & B, 118A & B, 107, & 108) HALLS 1ST FLOOR: WORST CASE HALL WIDTH / OCCUPANT LOAD IS HALL 119. LARGEST OCCUPANT LOAD = 87 OCCUPANTS. 87 OCC.S. x 02" =17.4" HALL WIDTH REQUIRED HALL 119 WIDTH PROPOSED = 78" 2ND FLOOR: WORSTCASE-HALL WIDTH / OCCUPANT LOAD IS HALL 207. TOTAL OCCUPANT LOAD AT HALL = 313 OCCUPANTS. 313 OCC.S x 02" = 62.6" HALL WIDTH REQUIRED HALL 207 WIDTH PROPOSED = M" 2ND FLOOR HALL SOUTH OF SOUTH STAIR, OCCUPANT LOAD =174 OCCUPANTS 174 OCC.S x 02" = 34.8" HALL WIDTH REQUIRED HALL WIDTH PROPOSED = 82" SEC 10954 CONTINUITY THE MINIMUM WIDTH OR REQUIRED CAPACITY OF THE MEANS OF EGRESS REQUIRED FROM ANY STORY OF A BUILDING SHALL NOT BE REDUCED ALONG THE PATH OF EGRESS TRAVEL UNTIL ARRIVAL AT THE PUBLIC WAY SEC. 1005.7 ENCROACHMENT (DOOR 115 AT HALL 119) 87 OCC.S x 02" =17.4" REQ.D WIDTH @ HALL 119 17.4 -7' =10.4" ALLOWED WIDTH W1 DOOR 115 OPEN 1 WIDTH PROPOSED AT DOOR 115 WHEN OPENED 90" = 36" CLEAR SEC. 1028.4 EGRESS COURTS SEC. 1028.4.1 WIDTH OR CAPACITY REQUIRED: 0.2INCHES PER OCC. WITH MIN. 44" WIDTH. 4WH'PROPOSED CUPANTS 44' 44"WIDTH RED. = 87.5" MIN. SEC. 1028.4. CONSTRUCTION ANDOPENINGS AN EGRESS COURT LESS THAN 10'-0" WIDE SHALL HAVE WALLS OF MIN. "OUR FIRE -RESISTANCE -RATED CONSTRUCTION FOR 101-V ABOVE THE FLOOR. OPENINGS WITHIN SUCH WALLS SHALL HAVE A FIRE PROTECTION RATING OF 3/4 HOUR. OPENINGS IN "SOUTH WALL A" FIRST FLOOR SHALL HAVE A 314 HOUR FIRE PROTECTION RATING. % EXISTING WALLOPENINGS= 5.9% ALLOWED OPENING = 25% SOUTH WALL A SECOND FLOOR SOUTH WALL B FIRST FLOOR F1 FRI F1 SOUTH WALL FIRST FLOOR "--TOTAL WALL S.F. = 866 OTAL WALL S.F. = 114 OPENINGB S.F. = 140 0 I G .F. = 6 % EXISTING %OF EXISTING WALL OPENINGS= 16.2% WALL OPENINGS= 11.1% ALLOWED OPENING=45% ALLOWED OPENING=25% �6 Fire Separation Openings (a. South Wall T1.4 10+62+1=73 OCC.S 7312=37 OCC.S / EXIT 37 [37+281 45+11=56 OCC,S 56I2=28 OCC.SIEXIT 32 OCC.S 32I2=16 OCC.S / EXIT Second Floor Egress Diagram Rrnlp• 1116" = 1'-n" ATV! I 1st FLOOR: 2+ =8' OCC.S 4 FROM grid FLOOR: 17612= . _ ST CASE I T 46+1=47OCC,S IIS 46+1=47OCOS II 41+1=42QCC.S 7+47+42+47=313 OCCS IN HALL 204 31312=167 OCC.S I EXIT 7rT47 1157+47] 31,16+47=94 OCC.S NOTE: FOR OCCUPANCY LOADS BY ROOM OR AREA 'OCCUPANT LOADS' OPENINGS S.F. = I %OF EXISTING pP �+ WALL OPENINGS= 25% 1 3 Flre Separation Openln SALLOWEDeSt INGa45% 9 T1.4 MAX. DIAGONAL DISTANCE OF ROOM Wl2 REQUIRED EXITS = 45'-1" 45-1"/3 =15'-0"MIN EXIT SEPARATION DISTANCE • • EXIT SEPARATION DISTANCE _ 20'-10' "SOUTH WALL B" - GROUP B 753 = "WEST WALL A" ROUP 667 15 MAX. DIAGONAL DISTANCE OF ROOM W/ 2 REQUIRED EXITS = 39'-2" 39'413 = IVA" MIN EXIT SEPARATION DISTANCE EXIT SEPARATION DISTANCE = 20'-6" "SOUTH WALL A" - 46+1=47OCC.S AT VESTIBULE 108 1st FLOOR: 105 OCCS =WORST CASE FROM 2nd FLOOR: 206I2=103 OCC.S 89 �� II n II II II 17500=177 0CC.8 II 125 OCC.S 177/2=89 OCC.S I EXIT II 125I2-62 OCC.S I EXIT � _�� Ion IIIIHIIkt ""•Il'I" t • m liiii '� ' - __ J 0 I� �r ZPLAN Second Floor Scale:1/16" =1'-0" MAX DIAGONAL DISTANCE OF ROOM W/ 2 REQUIRED EXITS = 66'-1' 66'-173 = 2Z-1' MIN. EXIT SEPARATION DISTANCE READ. EXIT SEPARATION DISTANCE PROVIDED = 54'-5" "SOUTH WALL B" / \ FLOORSECOND „ ♦♦♦♦♦♦ , F Itl�llltl tt �i♦♦pppz♦o g p♦p♦♦♦♦fq 4 ♦♦♦♦twi POWER OPERATED DOOR 123B AT ENTRY VESTIBULE 101 SHALL COMPLY WITH IBC SECTION 1st FLOOR 64+32-96 OCC.S 1010.1 A2 FROM 2nd FLOOR: 200=102 OCC.S--WORST CASE First Floor Egress Diagram NOTE: FOR OCCUPANCY LOADS BY ROOM OR AREA Scale: 1/16" = T-0" SEE ADJACENT'OCCUPANT LOADS' DIAGRAM GROUP B ((-9) = 46 Loads and Exit MAX. DIAGONAL DISTANCE OF ROOM W/ 2 REQUIRED EXITS = 56'-10' 56'-1DW =19'-0" MIN. EXIT SEPARATION DISTANCE REUD. EXIT SEPARATION DISTANCE PROVIDED = 42'-T GROUP A-2 2169 SF POSTED MAX. CC. LOAD = T EXIT ACCESS TRAVEL DISTANCE I =1 13V-5"+88'-0"=218'-5" (250'4" MAX. TRAVEL DIST.) GROUP S First Floor Occupant Loads and Exit Sralp• 1/1 R"= 1'-n" EXIT MAXIMUM DIAGONAL DISTANCE OF ROOM WI2 REQUIRED EXITS = 61'-10' 61'-10'/3 = 20'-6" MIN EXIT SEPARATION DISTANCE EXIT SEPARATION DISTANCE = 3T-1" MAX. 0-1 EXIT a110 =1 300 GROUP S AP IVED BY PANNING MAXIMUM OVERALL DIAGONAL DISTANCE OF SECOND FLOOR=164'-1" 164'-1"/3 = 54'-V MIN EXIT SEPARATION DISTANCE EXIT SEPARATION DISTANCE = 99'A" 2ND FLOOR OCCUPANCY LEGEND Deferred submittal: Fire Alarm ® Fire Sprinkler GROUP A-3-ASSEMBLY Exit signs, ,emergency lighting and Fire Extinguishers on Final Test for the need of a AS system (radio) GROUP B-BUSINESS pppR D GROUPS-1-STORAGE SQUARE FOOTAGE OF AREA OR ROOM - X OCCUPANT LOAD OF AREA OCCUPANT LOAD FACTOR FROM IBC TABLE 1004.1.2 environmental WORKS EXIT ACCESS PATH OF TRAVEL Community Design Center ....... MAXIMUM OVERALL DIAGONAL 1 402 15th Avenue East 1-HR FIRE -RATED WALL, Seattle, Washington 98112 ® EXPOSURE FROM BOTH SIDES phone: 206.329.8300 fax: 206.329.5494 B 1 = 46 REVISED PLAN APPROVED Edmonds Waterfront CITY -OF EDMONDS BUILDING DIVISION Center PLANS EXAMINER New Construction DATE 'i,..- j 2_,L 7,0 - 220 RAILROAD AVE. EDMONDS, WA 98028020 ZPLAN 1 MAX. DIAGONAL DISTANCE OF ROOM Wl2 REQUIRED 6443 ' EXITS =94'-8" REGISTERED 94'-873=31W"MIN EXIT SEPARATION DISTANCE REQ'D. ARCH. EXIT SEPARATION DISTANCE PROVIDED = 76'S" GER UCKER MAX. DIAGONAL DISTANCE OF ROOM W/ (2) REQUIRED sTA WABNING70N EXITS = 50'-8" 50'-913=16'-11"MIN EXIT SEPARATION DISTANCE REO'D, EXIT SEPARATION DISTANCE PROVIDED = 31'-9" Building Code Info EXIT 1ST FLOOR OCCUPANCY LEGEND ® GROUP A-2-ASSEMBLY ® GROUP A-3-ASSEMBLY GROUP B - BUSINESS 68 GROUP M-MERCANTILE Date - 12.27.2018 Building Permit Submittal EllGROUPS-I-STORAGE Revisions 1 04.02.2019 Permit Revisions 4 01.312020 Perm8 Update SQUARE FOOTAGE OF AREA OR ROOM X OCCUPANT LOAD OF AREA 1 OCCUPANT LOAD FACTOR FROM IBC TABLE 1004.1.2 EXIT ACCESS PATH OF TRAVEL Drawn bv: AKD _ 32 ....... MAXIMUM OVERALL DIAGONAL 1 Checked by (P.M.): ® i-HR FIRE -RATED WALL, SK EXPOSURE FROM BOTH SIDES MAXIMUM OVERALL DIAGONAL DISTANCE OF Checked by (D.C.): RT - FIRST FLOOR=158'-0" - Iff-6 /3 = 52'-10" MIN. EXIT SEPARATION DISTANCE REQ'D. Prolect No. EXIT SEPARATION DISTANCE PROVIDED = 10T-T 15015A ti RVISIT ZPLAN CITY C/�4/t�.�+ 7020 T1.4 I ..5S UUILUING DEPA?RTMENT YJ- U/.l C!T1'CP EL.".C.iDS Project Summary, pg 1 PROJ-SUM General Info Proled one: ----"' _..._.__... Eamanas wal.mom eenrer ReNaeacIX zoo Date PROD-SUM/.m shrollbeproNdetles Protect Slreel AtlOress: 220 Haunted Ave ROIed5-Ozh 1a/ls/zala F. Bullding DOpedment Use shrof knell e pllanromrm TRbmMels. Pmleor le Mell mehn Edmmd,98020 Rgecl Owner. Rep: Edmonds Senlp- Center Judsdlctim: do�l Plena dla Project Description New Constmdi. and galloons c f.Nm the speo/p Je-all MeraPP 2 New Eul1din9 ❑Bulldog AOtlitlon SelectAtletVon+ E`wov Existing BUll0ing Nance Allaedon+ Ensdpn 0o axktkp bulmip wdlbe mbirled wlM eldm Me etl ❑At"fle, Change M Omupaney ❑ Change In Specs C.rdllloning w Ihetlm (o da errearee ❑ Histolc Building C50 �f aC6031�n Bullding Elements SCOpe- Select ell ans as, ❑A11 21 Bullding Envelope RI Medenlcel Systems ❑Service Hd hiker Systems 01lg1mB Sysems E]aconical Systems. Q NI Commercid CGroup R-R2, R3,&R4 QMlead Use orer3sMlea end ell an Occupancy Type hako'uukh-Bujkfiwkgreakl Man u,ao fakaebova_ka.nadhwaboln Cermiadalerd Gaup taxed oecuparreyy-euamrrels o4eesmrka .leas abate arede emrtnas Dorn commemleram Gmus R2, R3 a R4 aeparleks S lecfAllCanmwwalb dcumenf compienro /orthe rommacleI wee done bWdlnp TheresfaennelaPoces ants- with she WSEC ResltlenGelRewarons. SekcrallMerpplym the scope o/poJec! 2Fd1YC�nditioned ❑seml-hedear �RBMgemtedSpace, ❑ Lox Energy Sparo coas.yk (Warehri-thd/or Welk-Inl) Space Conditioning Categories plglbla Lox Enemy Spaces ❑Uncorimed ❑ Loxenemyheatingrcodingcapedty �Wreleszre ce �Greanhousa+ EqulPmed building wlpment shelter Floor Area and F GreEewe Budr, Gross Cmditimetl Floor/aea Pojed GroesCmditlmed Fla. Ara. Stories QQC-0-noe Mein. 1-G-al C COmpllance Method 2- To.[ Bullding Pafomance General Compliance Compllanre Methedl-Roleckddl demene ow, campplIlenrewiM ellspppylkebkmeoncul end mlPrlw/aqubemenfs dthis coda. Refer mC401.21tem 1 Mnl.a Inhmedon. Compdanro Path ems m i lutle wiNe ReswlpGue suDnulhl.AdepplkebbENV, LTG,eWMECH. cerrrplanre Method ryd tieehldbufmnanmakalvnwholeadiel"OhorY1(oinBsebja repsplkebk %Mis Crp kahroal deScbnSe0m CM.eZll et rlrnpelmlednroewsduhmamlle mentletayp2o-vFliaroohnschfn ax-mxa lnnumedm: Cmmllenro Mrm mindudewiMa TBP SUDMdk PR015UM,ENV-CFIK, LrsE ., L_CHK andell MECH krvns exrepr MECH-ECONO eM MECH-VENT(Pontlir�. res shall also corrplylvlM the elnekparegabemennfsM CJO�C4111 [akeapeceCanfbourom/epp a noose Nah2- SemFhepky Specea-nnakawlN qulpmenloVrer Nen abcbic reslsknro may he an exertpflon RrweYlnavlafbn a nfa. . "I.O.O.ef r sheflou-4 wtYh me thermal enveblre Pmviabns. Nofa3-EYempllGns For Low Energy Spaces- Lmv Errogy spaces ere exempt bomellpdWsbnaln WSEC Section C401 (3ulmlp Envek➢e, hwreverell odxreppllcehleF bnsm Me COdde.pllkc-in, phdp, mechanlcel seK51 lerxheating, eh. Npk9-E^Iplbk Pore Contldlminp PoTLow Enarpy Greenhousos-Grcanhodesare eearatl es sparede of mot^kmaspeN.dredaundt r Naf fs used exclusively Mculh'vadm, pokcdoneMmeink, 0,. fs. Coelmpwith ouhbe ebemlbreveP-O. c0allp, rd dr M1rmdaechdariulpment rakbk,Me/the Lmv Eneagy Greenhovro oekpery. Greenhouses w)th cmoldlp equlpmenl thefrequheseoondenamp unitere NOT ellplbk, 2015 WGEC Compliance FO,mcfor COmmeraal Builtlinga inclutling Ra ft3,6R4 wer3stodes antl all Rl ReNretl Od 2017 Proles Tlde: EamOnd Wdemorl Carver Oats 12/19/2c Sa Target Inetilatian Allowance FUII Cordlliorwa3 For adoring operh ern uwa ero-COmmercid,aroup R, Mixes Use Calculation Adjustments - NoneA Bad Fenestration Areaae%grossabwtrgretle watl area 212% Max.Taila: ilkakk SkylightAmaaw%S..amdaea 1.2% 111-argeh 5,0% Vertical Fenestratlon Alternates: NO. Selected on ENV -Saw Fo[ Stand-alone P[o)ectaiau VMicd Faea.a. Net Well Exietkn-to-temdn Z. SMires Nd and Usa Nole Building Component Propceadu .11y+Cl P---ad.0 A58: a. S^uro.1Te .0 U.- A(A) =UANxA Terset UA U-fe A U) UA (UxA R=30 "Urksoll Custom Calevlatlon 0.018 115]8 * g u 41CR5. _0 135T6 966. R R= AOove Deck lnwlaXm IM.02)a R o 8 m R= MelalsWMlp LL0.031 e�g_ &R_ 0 21 0 d R R= JDIWangie rafter U-0.02] 5 R= R Sig 6 R= SIn01 reR, aXic, finer U-0.021 M R= R R= - Sleelhnelal Rame 0 UQ055 L 'M 0.= R= 0-0 0.05a 0.0 '@0.0Metal Bull4ing U-0.052 R=21+8.4 Mpi/A2/A3/ A41p5 Custom Cdculatlan.. O.WO 0162 234.2.064 0 9Ta9 Sg6 i AG1: AB/A) TMk A10331(5) Oar) iWt FOther ree.UA054 R=21+8.6 AS :a Custom Calcularm our rt6 R=21 A6.1:C Table A103.3.].1(4) Bon 410 O E g= Mess Well laO.104 R= R R- M aTmnskr Deck LL0.20 £ R R. 01. Group R Maec Wall-U-0.O]0 b E R= U B R R= 1*0 paumetl to he Meee WaO I1Q109 9 R= R= e 0 o.o R= 00*01 ume0tobe MassVJaA LLO.mO g 2 R_ g= Meeaflmr U-0.ml v R=30 p5J: FCB DY50m Calcu alien Rc 0A she 0. - Jds#Fremnu R= IpG028 Amer Pagal adetdd Ek4041 uA Area uA ]B5 14041 999 Component Performance Compliance (UA). UACOMPLIES Component Performance Path, pg. 2 ENV-1111 --eNnarentCe_.__..,_.,-...,,.,..,,.=1 a..nw ant au n, Protad Titles: Etlmond Watertront Center Revised Od 2017 Dde 12/19/a010 Fenestration Area as% gross aboxgrada well crew 2T.2% Max, Tareek 00.0% For Bulldng Dpadment Use Skylight Area as%9,o ..... 1.2% Max.Twgd: 5.b% Bung Compon portent P le pa UA Ina.R PlanlOtla l# A53�SGi F-lector SwrceO Tahe#a Uninsulalea F-factor x Per-FP(Fxm Terser ua FkclOr x'whe I- UANxA) ., £ mR R=0 R= R= O.TJO 4g1 O. S90 Rah Slap-0n-Gretle a FOS4 1 _b 1° R g= - o550 etl3labO Heal.t. F0.. a y, � SaheaulelD A8.1: 124.13) U-hd.3wuce°'o Table AtW.t(iP5lee gab in steel berme UAaaer -0.3>. apnea (p) 201 =UA (U xp V-facor xArn (A)_ UpNzA) OaTO Op ua SW 9Oooro U-0.3]� o b b OPaquerdkp8stltl np U-036 A0.3: 11W13 Avg.U-hclor. Boo In Fensrahch SMeaul 0.3s 1888 90. 60 �. E m-Mda Frame LL030 ' ? 1, 515. A0.4: 0: C1 and Rep.O: BR-ARA-teals SM Reports BR-qRA-f08)5 0.31 0.98 .sit 10gd n MelalFmme, Faedoa U0309 TMleC301 S(o 0,80 18 2 a Melel Frame, Operable U-0,40a. A&1 WllSA,21P2320.0 SIO Rpm #: BR-ARA-100)b OS9 201 6 Metal Entmnro Door LLO B0 b B A05: Rt-R4 CRY-M-iS0010S0003) a. ion O.so as All types U-O.SOc 0.0 Refrigerated Space Freezer Floors PropoaauA Target UA CI R= ��iSttt C R= R= PlanlOddl#V-hdor SOurce6Table#' U-0 r XA,as(A)-UA(U.A LLrador xAreetl)- UAhux Feaza Flmr he 6-Mav f2nskrskb w'p rtd overe, wdhan usemDly Mvlp enovarell U-raderd0.2. Nok 6-Ownlsmg wag; For; antl veakallenaamtivnro retbg sParoa wfh dRlered aepraesdaparoemelbmp (mom@kmtl, semFhedea, mlN condkrredl Mepbe IrcyWedmlym IMENV-UA km IwfhesperowM he greatest donee olspece ccnyylsnlp. tide]-Lla pmup Rabove pond mess walk ham. LkI all dherabove glad woo,'Con. sti MGrmp R,blhe cow'.__ owgm Wdb-AWre Brad. sedlm. NINeO-S,ce-cll drone alellrome/ AppamYxA.rokukfedperppmrednreflud esapame,ln C402.1.5.1. NINe 8 - OPogw aOor Lwdrlti cfda do hun ApPori naw ouch acakubfe,pwapprovedmdhotlas aTxAee)^C4021.5.1. q ds.k free as ..:a-FeneSr°tlm.t. hl Udtecra Le haagkzmp. the dwauR valve Y Fdom shepbe the manuradwals NFRC pnwudmflrO whkh ercrro'd fheplaztp aMheme, wshapbe Nok 11- per5edkn C303.1.9.. Envelope Summary FN\/-Gl inn s) rrnm Project Info PrOJed mete: Edmmds Wdertro- nt Center Revised Od 2017 Applkmtlam Campmy Neme: Works E2I'll Dale 01a Fa Bullding Depenmenl Use Sh, FMVMeconkcl rma-metkn fA- Anlal CmtpanyAtltlresz: 003151M1 gvenue East, Sedtle, WA 90112 s. IntllvAfuelwho�en r polrebfrpar�ea pplicant Neme: Sally xnoaell Appllaentmme: zasas]-13]3 �u�.,t larrdrarmedon �pllcanl Email: sknodllllitewmks.org Project Description I] Now Building _ ❑ Mole, ❑ Merehm ❑ NO Envelop°Scapa Envelope Project Scope Sekcfellflref appy. Qi Nl Comma- C) IR-Countho.l ❑Mixed Use - Commercial+GrmpR 6emMedatl ❑ RaOipemktl CadW ❑ Remperded Freezes ❑ Eoklc ant Builtling Envelope Description Rc ""nei'deswlptbnol lackldand rebvenf o-Apertlp decumenkach. llprojecf imkrda hancoe Tergeth cul.- Affmvanwcrew,mce is demouberp m$a- es an gdla"n + EXktip, Aletbn+ Exktlnp, p Ae,,1bn+Adwetian *Ex/sMppofecL pOvlYe a gkfsummerydMa appmchto Air Barrier Testing AY bank-ks[Mp krequYMRvetl xW ]A, enra Oca rs hersection otw 5.1.2 Induced In prgad Scapa ro bucbon polecls Tedlnp allMe la 040 rest wp ❑AEditlmal Eficlency Packager Optlm •C40fi.9 RetluoeO Nrinfillrelim ro con il,w T�rompty 69,dadn,uree Telling nd requlred. Ekplan..; rhaka,S.9,d°monsbafemd cured ai leakage dhuiMdq enveope Compliance Documentation Scope and Method Scope of This Calculation 1 New Bullmng ❑ AddAlOn ❑ Paerelim ❑ No Enve1W. scMe Target Insulation Allowance Qa Fuly Cereft- Saes Ma dde antl cekuescha in me Cmlmemal once, R. Mued Use comp k- toone. Selection required Q Beml-heated Q gehigeread Coder Reed t a gore a Freaier do okd Was mere then one Tergef lnsuletvn Allawexe area, entlb npgbef Irmlutlea AWI,mree0ev lotion eM aperachmae caplylnOktlepuh edermkwn ENKSUM fp-m demontratesm Wlken ENV-PRESCRIPTIVmake.. ENV-SHGCIpmsn drrron:beWg gwnalerme Wa somparoMpel>•avmaroa. Envelope Compliance Path Selection retlueM k enable moms. O F,esmnl w OO ConPmenf Performance Component Perfomla ice ❑ Oanged0xupanry(C503.2)/Cmditimfng(C50.5)-10%hphauAwrowM' Calculation Adjustments ❑Addtlmal EM'1111YP-91 Opim- COBB.S Enhanced E WW,-15%kwa-UA required Additions QAdditlmshntlal.a 0aectim+Ending AtlMdon smntlelme-Compiek VedkelFerosbafioneM SkydghfPr Cakuk. Ehb raklaxLltip-mrerrein wed, root swhkel kxabagoneMskylighf areas .OE s EXISTING. EMa mkle,tlitbn envebpe asot th, erees es NEW I/resulMp keel bvlldirp WryR exceeds es0%erdPor SSR exceeds 5%, rekrb C302.2.i end C502.2.2 Mprespptive corplknro ellemables. Ifmmplylp Ne conrporaMperMmerrcw, mpkk ENV-UA per InwbucWns hx eddWort sloth elwre poJecls. addMon+exkdrq-Cmpleh ENUUAperimsbusehhk aw eddion+exkb'nppgkofs. Alt¢YatiOI1B- �Rapacemenl wintloxs yerresulling 1Tdel bulltlin WWRincreesedb Fenestration and Skylight idal bulming WWRSaJgInaI WWR O ,.Xemfle, ner"cemenl skylights my,.resulting. �ggel building SRR Increased by ellerelim Wei building BRR S Mginal SRq WWR and SRR not menteaed. Ved d F,,sh betbn ere, Skylight Area Cekuladon rrorrerrybed, YYVYR arMPorSRR In.easal - ,=I- Ualkal Fa -,--and Skyslvd Ala CekuOB,,.. EnM lahl existip-mrareln welt too/ vaffcel ,On. EXISTING. EnW hckdelfered usids30% envelope°ssambNancaes NEVI. nrearrtmgmktrauwke W,, entlMSSR exceeds 5%, tart b C503.3.2 and C509.3.3 bpesMPO,-prance edwnefNes. l/compylnp Ne comparwnlperMms^se cOmdeb ENV-W per )nsWaffona.°tth b n+ exkldp pro/a0k. -inieEC Com-Ilance Farms for COmmerclal Bull4ln ainclutlln R2 R3 BRd wer]abtlewantl Projad Tole: Stlmontls WdedraM C<nter Ta t Insulation Allowance: Fury COndtionetl SOace-Commerold,Grou R, wvm Like Fenestration Area as% gross ahnveyrad. wall area 2T.2% ell Rl gi R/201ON 20f) Be. 1 oradltlmg D-PIA.epanmem Fu.a ntJ - UeerNok Mix. Terre: 30.0% Skylight Areas% gmsw ra-raa 1a% Max rage s.o% Vertical Fenestration AaltematBSO None b.leckd onE .eua, Ndes.'1-P 2-n 3 9 e,veekalknedmbmaM akybpM eroasenk.,a sfmtbn amasln ENV-UA aheMeAtlJurtmerR le mwveapaENVLA, MenktB Fnedntb snmDNSHGCeMIl4eaMemenuhcturehsN F #�fbnfhef aePonks cnMXbneaapece bemana me1SHOCvelue4brmla hoesfmWnuMerpmp NVS eras Cpm afro OSH GC mud wtpde ucftmbna apam ,aof/nwlm/m mekhpmp kmalkaiN w tus heODa Grcf etl. he Irtfhla ecaburatb. ASMef. Sky19Ma SCM1.ID 0.1 R1- Prwltle3HGC source entlhnestntlon aeaedle lD CRY-M-1SOOdBS0002] Proposed shoo 0.3a SHGC. xanee A) --Ito SHGCa Tugd 8HGC SHGC xpna ) SHGC xA o.3s s9s SHGC Oa5 Skylight Toble 170.0 56.1 170.0 59.5 All NonNonh V#Ncal Fenedretlona Prepoeed SHGC Temat SHGC++ Sch.ID ProvMe H. source and fenestradc, adcd.e is PF SHGC xpreeW SHGCxA CatepO SHGC Alee (AJ SHGC xA i3 vp'i-eel, SOD In Fenatruice schetluh 0.22 1880 PF.03 511.315 Od: C1 Be R.On#: RR- 11 L.'s SMRePmf: SR-AHA-103]5 0.34 011 8.35PF 0. 0.48 p BA:514 G1:100. 110A, 218- 2 Tebk COOS.tara) (gtlaepMkBR-ARA-108]6 p.SS OAO 0'T3 1090 18 26f PFae.S 0.64 ++nppy rkdhemr(PF)eredeam 0 ePolkdkfheelopoxea stag ,Tager SHGC wN um bneaimtbn area by pF nkpory *u PFc m f0ee I Mann R1-leakt-kOrshe/Xmas.. ryanNartM1 Vnnaow Tatala and kthero haste e=ugm urn Mei4enkilnefharbDbve 3ar0.0 1093.9 3010.0 1E40.0 on Nanlc1l Feoadret'ena Prppoeetl BXGc C FF PF<0.2- Target SHOCe+ Soh. 1. Pnwlae SHGC-Oman fenesbatlon adeaule lD 11 SHGC xMea (A) SHGCxq SHGC xArea (A) SHGCx O.Z°PF<p, PF a 0.6 0 fo « npmpcdp Me the aster(PF) on-apPded Idalpn TegefSNGC wN umbtresbdbname hyPFcekgory. NOHM1 Wreaow Tdds 0.0 0.0 0.0 0.0 0.0 shadmt ceW Ore Te "...d ss- Tebl (SINIIgM11+Windw) Area axcc%A 4040.0 Area 16OCIA 1149.9 6040.0 0].5 Corn onent Petfonnance Com Rance SHGC) SHGC COMPLIES Envelope Summary, pg. 2 ENV -SUM wolact one: Eamonas wdemone tamer Date lzns/sole cal Fenestration and -1 Vedleel NET Breeder ight Area Calculation Femedra°`"'Are° PDwa Grede Tdal skyigm Area NET Edulo Rod Wa-a p Enbx en6abtxfMvelues (rough Opaning) Wep Nae (rough Opening) Area in a m fhk sxtien dkrresbefnn skylyyhk rrel wlk Mb•Atlettbns ExBiing 10,350 : 170 : 13,5]6 and AlfereLbn;rehrm ectOns m ENVSUMtlms.ion. 7r= 0 o nem Permmmnre -WhendkkPo 3BT0 101 1)13,STS Corplierlre Pelvis sekcleawdk- bndnassptimisenebktlEnMvertical aTW-e-ad assanWkslrNaUieFenestrelimlo2T,2ya ltMa 6Iry11ght-foReo!12% 'S ii_ls Nk jec�^�g4V- WellRatlO (WJJR) Retlo (SRR) Vatical Fenedretlon Ara. C°mpllance VERMCALFENE31 ONAREACOMPLIESWITNMAMMUMALLOWANCE SRnsta..acompllanc° S"LIGHTAREACOMPLe.unrH MAMMUhI ALLOWANCE OMgh pertmancekcanal. LLoenSHGPerC402Alte 1.3p .4. Pmfples oedketeaoutabaystemperC.414ende3soglpnoeshooerekather Cwl4l0hh2ln1 .4O.1L.ZPo1 rVerticaa7lFmft�rati,m lo�ygMm_.eukba- Q is pleerreCn�1pA02el aphfereashoes ,al" ad"ladn ightZaneCalcu oapntnderTpFghMnrefsk t s eqi.g1h.1t Net op Mr 2. Gkt Building Requiring Building Requiring Skylights d ncbsedepeces over ezcee,2,50p R?hew roglrp helghf greats Men lSR IMere slate NPosrequre,rocmryywnn rhLl poNsbn:)Mkereaperbxe In these SPodse mreakod50%Mee won :an°penx (AP l.fy,t Space $lace Are. (IV ) OLZ Area (fl' ) SRRa Mute AP Exce pm nap erect shad be wxnl 11julgla daYrghl 0 0L4.RekerbC402.4.2fo- rpuremenk. SRR=Skylighfmradretb Envelope Exemptions Low Energy and Semi -heated Lowe-mir parea➢a-C402.1.1sent, l are nees,dem the internal Or, Mvkesh,sa Spaces - me lee, spaces heafe ith,""kmsolFia th-ace-wakroneneexamprawn weplmuktion Comoro enlYP. C402.1.1.1. - _7swpeakhPo antl Seth akk,cSoreshkkabuEC..M b venryakshka, base, on p andneadv o n'toy-err. Equipment Buildings wan Insdenm R-Vdue apt lnsumnm R-Value Overall Average U-Fatter Equpmenl budd'paere exetpf aemtha hear. lenvelop° povkbu pa C402. 1.2. Equip-ri.Oildng Envelpe , Busvf a be edpihk: bu4 1 50p .1Ste walNool U EledrmlOepulPmenl Power (wahs/sg bem-a lISlO, ekcbmle °q°'pment bads Heating wstOm odour cePeciry (Blu/nr) )waRVs/, heah' 1],000 broth. Cmdnyskmp(ou Pols g system ce M Coeeng ce ) Peoiry (YasMo CeL Location T e Description Value Ref. 5ource/No4s ROOIWCEILINGS Deck' CR3/CR3/CR Roof 4 Card k g dframed n-Vilith R-38nigid Nstom gssembly ABOVEeGRAOE,fRAMEO CRS WA- insulation above deck U-0.025 A5.3 Calculations Wood A/Al/A2/A3 2x6 d t d 16" ith R-21 batt /A4/� Typlral Ext. Wall insulatorand2 R-8.4 exterlorrigid insulatlon. Standard frannins. 2x6 mod studs, 16' o c: with R-21 ban _ U-0.038 A6y Custom Assembly Calculations WSECTable Wood A6/A7 Ext. Wall Above/Below Windows Insulation. Standard framing. - U-0.057- A5.1 A103.3.1(5( Bethra and 2x6 d studs, 16' I.C.with R 21 bat, Wocd 6 Nonh Stair Ext. Insult nand 2'R-8,4 xten., rigid insulation U-0.043 AS-g Custom Assembly Wall attached withzfuwing, Standard framing. Calculations ABOVEGRAD MASS WALLS :. Mass C Entrance Lobby Solid t all plus2x6 wood stud furred WSECTable FLOORS wall with R 21 batt ins ration U-(1.06] A5.1 A103.3.7.1 4 :. Wood FOG Game Room Single)o'st, R-38 batt insulation.A5.3 U-0.027 Custom Assembly SLAB ONGRADE Calculation Unheated SG3 L151abron{erade UnM-Nhed slab on grade. F-B.nO A5,3 WSECTable A306.1 ENERGY CODE INFORMATION 2015 WASHINGTON STATE ENERGY CODE (WSEC), COMMERCIAL PROVISIONS: CHAPTER 3 - GENEAAI REQUIREMENTS C301.1 CLIMATE ZONES: 4C(4-MARINE) CHAPT R 4 - OMM RCIA Eh nry EFFICI h v C402.1.5 COMPONENTPERFORMANCE ALTERNATIVE THIS PROJECT IS PURSUING THE'COMPONENT PERFORMANCE PATH FOR WASHINGTON STATE ENERGY CODE COMPLIANCE,- SEE 2015 WASHINGTON STATE ENERGY CODE COMPLIANCEFORMS PROVIDED SUBMITTAL. WITH THIS PERMIT. C3031 INSULATION IDENTIFICATION CONTRACTOR TO ENSURE R-VALUE IDENTIFICATION MARKS ARE APPLIED BY MANUFACTURER TO EACH PIECE OF INSULATION 12a OR GREATER IN WIDTH. ALTERNATIVELY, THE CONTRACTOR CAN PROVIDE CERTIFICATIONS COMPLIANT WITH 2O15 WASHINGTON STATE ENERGY CODE SECTION C303.1.1. CONTRACTOR SHALL ALSO.COMPLY WITH C303.1.1.1 REGARDING BLOWN OR SPRAYED ROOF/CEILING INSULATION DEMONSTRATION OF COMPLIANCE WITH ENERGY CODE REQUIREMENTS AND C303.1.2 OF SAME CODE. C402.41 MAXIMUM AREA, VERTICAL FENESTRATION AREA (NOT INCLUDING OPAQUE DOORS AND OPAQUE SPANDREL PANELS) SHALL NOT EXCEED 30% OF GROSS ABOVE -GRADE WALL AREA. THE SKYLIGHT AREA SHALL NOT EXCEED 3% OF GROSSROOFAREA. - SEE 2015 WASHINGTON STATE ENERGY CODE COMPLIANCE FORMS PROVIDED WITH THIS PERMIT SUBMITTAL- 002.5. AIR L__ EEKAGG CONTRACTOR TO PROVIDE TESTING FOR AIR LEAKAGE IN COMPLIANCE WITH 2O15 WASHINGTON STATE ENERGY CODE SECTION C402.5.1.2 AND SUBMIT REPORT CONTAINING TEST RESULTS TO THE BUILDING OWNER AND THE CODE OFFICIAL. IF TEST RESULTS EXCEED THOSE ALLOWED BY THIS SECTION OF THE ENERGY CODE, A VISUAL INSPECTION SHALL BE PROVIDED BY THE CONTRACTOR AND ANY LEAKS DETECTED ARE TO BE SEALED TO THE EXTENT PRACTICABLE. CONTRACTOR SHALL PREPARE A REPORT DESCRIBING CORRECTIVE ACTIONS TAKEN TO SEAL LEAKS AND SUBMIT SUCH REPORT TO BOTH BUILDING OWNER AND CODE OFFICIAL, _ SEE 2015 WASHINGTON STATE ENERGY CODE COMPLIANCE FORMS PROVIDED WITH THIS PERMIT SUBMITTAL. - Ilk, environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 208.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCH! GER UCKER BTA byAt1HINGTOt4 Energy Code In Date 12.27.2018 Building Permit Submittal Revisions Drawn by, AKD Checked by (P.M.): SK Checked by (q C )• SK Protect No _. 15015A RE$UB 'r� .5 APR 0 8 2019 �6liklv#r - :: TAXN0. _---------6------ _ /--- - - - - - - _.--------_ \_ - a a CltyOtEdmands 2Z0323004J /1 - - - TAX NO. 27032300104200- - _ _ r - - - -- 5- - - - = p<' "s �� Z00n _ \ I Engineering Division .. s4Jt[.V .- - _ -' - - - ._ - - 6- -.- - - - - - - - - - - - - - - - B� - - - - - IE=8S5 - \ 121 Fifth Ave., N. - - - - -7---------- - --------- - _- T _ _ _ \ 6----- Edmonds, 0WA 220 0 - 200 - - _ - - - - -. - - -. - - - - - - - - 8 - - - - - - _ - _ _ - - - - - -I - . - 13.11 - - L1C - - -HIGHER HIGH WA1FR (MH - `�' o® - - - - BARKER . - - -. - 9 9CCE45-EFBEME _ - - - - - - 8 _ - _ - - - - - CNHES (TYP) ? �,? F 2 �2 F i C T O W HK$f 1/�1ER IN - - _ LANDSCAPE _ �- 6' '.� � - - - - - - - - - - - - - - - - - � � sS c�'S� O'J BLR ARCFIlTBCLS �,j' - y.9q E=11.36 o BLRD �`'b- - _ _ 9� C'O 5ea7'ag WA9818B RIM=11 66- v�i - G,P - POGp 9 70- - - - - - _ __ _ - BLRD p yp a. 2667b3.282e 'L p6� - - -_ __ - - - - - - - Sy - -iD- _ eaz: 206AB3.3212 8"PVC IE-9.91 _ O rn _ 6"PVC-IE=996 0 - IE=11'. \ `... 2� _ y°l RIM=12.45 ORDIW�HY HIGH WATER _ - BiR1) 01 - - - - - - ~'PVC IE=10.41 a Op ypr "IE-10.41 ° Y LRDIM=11.62SD 0.OSRIM=11.48 F?6 2OO F?S Fc.s0 - °s C <s RIM=10 s F" 6°sa > > a-...�? J 728 1d41h Street SW' Suite 2W S CONC. 2' C'SIE=11.1 RIM- .�� 7.L,n o QQ,, ,�, � a ' �s � s, F' - - aD - ,.� !� � ss - � J � � Everett. Washington 98204 -12.38 0 T 3 PLANTER O,P?BJ - " .. pV 110�5 _ C�2ss �'.pQ�A od Ph: 425-741-JWp RIM=11.87 S T CMU WALL U C?J? po pG`TJ, < rO S M _ PRW Wy, OC i� 6 0 C e? �O 6 s C'P� 8`r F 3"PVC IE-10.72 �OG,�? S yO SDCO p N - F<iSbo' C'Pp 'PpL�j POG,�o WWYl,feidmidd eton eom � �i J S � yp SyOr sy - - - PI ANTFR CO C. RIM=12.22 Sy07. OT 12M=12.28 D y a S S2. ys .GONG. WALL 5 TAX NO. SAS p pY�,. S6, s, SSG s, y01 RIMRIM� =12.77�g1 SDCO J ''�'8� 2 :?e�J SD PVC - .. 270323DO400500 s. F F I F - CONC. PATIO O,p S y pj - SS y r / OG�S J y� RIM=12.35 op ° 's EBB TIDE CONDOS 4 RIM-7z.1s 1 o'S y Sy TAX NO. 27032300400700 s or D Ns 1 yor °r °r N RIM=tz.az a _ FFE. 1ST FLOOR=12.5 �i^ _ - _ _ I FFE 2ND FLOOR=21.6 - RIM RIM=11.87 / r FFE 3RD FLOOR=30.9 ,9S FFE 4TH FLOOR-40.12.1 2 s y EDMONDS SENIOR CENTER I 9Sq OC y, FFE 5TH FLOOR 49.6 S?• FFE 1 - / L S6,• =17.55 v 39 U 12.34 ♦J ------------------- --- \ PKW .2', 'RIM=1.1 .89 RIM=11.72 / 3 •0 Oo_ I / ,� °OC - - i / RIM=11.94 93`,0 3 O I I I _1 °?ea + IM=11.82 ; v� L RIM=11.94 - J HGyQ p 2pSJ C? 2 C y9S CD a to I ° cp ° oo r- r- Os s z �� °�OOI� 1C�C I I S i o O-✓ 1 I ° °C RI =72.03 O� °7' S°T �11!10 G OC Leo 0 I I I I o0 's� o a o 2cr syor a8 \ I p P I I °! / i��PC-o O I° O _ t o °OC N Q p RIM-11.6 c', i OC W Q a , � I I m I O CSys SD SD P SID SID SO 8 . P O �p� RIM=11 6 \ UNDERWATER CI I o O o 6 p1 q RIM=71.65 SENIOR CEN7EZ8ARKINC C RIM=11.66 SPORTS 1'� 3 I RIM=11.54 ' ° r RIM=11.84 -I C - O or- � I 2 NO PARKING I � ��'p 'PRKG. 1 !�I - JS. I C,POb.F6 CP sS� SIGNIZZZZZII O 20 J R,' RIM-11.15 I ° °OC I ,1=11.15 {' S BU STOPS LTER S s - oSSCO - - 1 ° `bC9g �S F-lij,0 0o BUS 5 P y CIGN 'S MPH.•. _ QG� //`/'j°/p o'z yr+ s o�F . }c�-- 32 o ° I Gyp oG2 pPs sSoo A Uj 1.11 - 'RIM=11.22 0 IRI = O r - 1 FD PLANTER RIM=11:40 0 (,P °y0 RIM=11.89 Q - L 4 - P -� W W W -�- HP I =11.29 OHP--v,- OHP OHfs OHP OHP OHP OHP-OH p OH� 38 �AyO S`D� D P S A 7 7.95 ��59 jS911.44 HI570RIC 6 DI SO 6 POLdj 'PpGs2 1.3911.39 3HR PARKING C'.p.SS 9aKW SITE - 1.72 U - G W 8,. DI I G W W - W - O OL9p DI W W DI W OGry�; VC G G S G SS G OT G °r ASPHALT G" G G G 2.. G.Y yam- G -�- G ASPHALT S SS SS S 8"P S- 8"PVC O G G G G - SS SS SS SS 0 8 PVC SS SS SS - SS S 10"RCP. S 10"RCPSS SS. e �� t sSIDsD so s SD sD " RCP O SS- RAILROAD RAILROAD AVENUE Q EXISTING CONDITIONS SCALE: 1"=20' LEGEND DATUMS STRUCTURE TABLE. - (D C .SHRUB v BUILDING LINE C61002 CB1008 CB1230 YD1356 C81502 C85189 HORIZONTAL DATUM: NAD 83/91 RIM=11.82 RIM 12.35 - RIM=11.72 RIM=12.19 RIM=11.53 RIM=11.48 ��7 CONIFER TREE EDGE OF GRAVEL IE 11 24 IE NE-9.50 IE=10.97 IE=11.49 IE=10.43 IE=4.58 �./ 4 T. EF POWER JUNCTION BOX �w..�.�.rw� VERTICAL DATUM: NAVD 88 - - VEGETATION LINE C81003 IE N=9.60 C61262 YD7357 C61503 YD1900y�pF iTAsyAO.a F--1 - RIM=11.94 - _ 'RIM=11.15- DECIDUOUS TREE BENCHMARK: N-7, RESENT SET BRASS RIM=11.549 IE SE=8.20 RIM112.19 - o - X X - FENCE DISK U.S.C.&G.S. MONUMENT SET ON TOP IE W=10.59 IE 5E=8.25 IE 5E=10.54 jE=11.49 - IEIMSW � 140.20 IE=10.70 � GUARD RAIL IE SW=10.64 - a Q7 TELEPHONE/COMM. MANHOLE _ FL CONCRETE BED' 3.4'ANORT WALL OF A IE NE=9.94 CB1009 IE N=10.79 IE NE=9.50 FLOWER BED, 3.4' NORTH OF THE NORTH IE�SW=9.94CB1454 �� C65538 TD TELEPHONE PEDESTAL - - ^P UNDERGROUND POWER LINE CORNER OF EDMONDS AMTRAK RAILROAD RIM=12.61 RIM=11.64 - RIM=11.66 STATION. CB1004 IE N=9.17 CB1330 IE N=10.59 CB7832 IE NE=10.46 (D SS Kli GAS VALVE P .RECORD POWER LINE RIM=11.67 IE SE=8.16 RIM=12.38 IE N=I .89 RIM=11.14 IE NE=10.2 U /p`yAL LAB IE NW=8.1.1 IE=10.76 IE SE=9.64 ❑O, GAS METER _ _ OHP OVERHEAD POWER LINE - ELEVATION = 13.52 FEET. NAVD 88 IE=9.84 IE SW=10.14 IE NE'=9.69 - �y vGU7Z6 ® JUNCTION BOX - G GAS LINE TO CONVERT TO MLLW FROM NAVD 88 CB1010 MH1341 _ IE SW=9.79- _C85333 O ADD 2.29FT. CB1005 RIM=12.03 W/SUMP PUMP C61455 RIM=11.89 No. Date Description © POWERMANHOLEG* RECORD. GAS LINE - RIM=11.87 IE=11.2g CB1504 - IE 6"=10.17 w IE=9.87 RIM=12.22 RIM=11.84 IE LIGHT POLE SD STORM DRAIN LINE SURVEY NOTES - IE NW=10.17 - NE=10.29 RIM=11.49 IE 4"-10.67 O 1 06/01/18 Land Use Permits CB1012 IE SW=10.32 IE SE=10.34 IF SW=9.84 2 POWER TRANSFORMER SD RECORD STORM DRAIN LINE- 1. iTHE UTILITIES SHOWN ARE BASED ON - CB1006 RIM=11.66 IE SSE=10.22 IE NW=10.34 IE NE=10.19. _o- UTILITY POLE SS SANITARY SEWER LINE OBSERVATION OF SURFACE FEATURES, RIM=12.28 IE NW=8.82 IE SE=10.27 IE NW=9.49 MH5543. - - RECORD UTILITY MAPS AND BY PAINT IE=9.53 IE NE=9.68 RIM=11.94 3 GUY 'ANCHOR SS- RECORD SANITARY SEWER - MARKS SET BY A UTILITY LOCATING IE SE=8.96 IE NE=10.32 CB1456 CB1837 IE=6.34 - - q- COMPANY. FIELD LOCATIONS MUST BE CB7007 IE SW=9.81 RIM=11.15 RIM=11.28 - -- O STORM DRAIN MANHOLE W WATER LINE VERIFIED PRIOR TO ANY CONSTRUCTION. RIM=12.42 CB1342 IE=10.15 IE=10.48 5 IE=9.75 CB1229 RIM=12.45 El CATCH CATCH. BASIN W. - RECORD WATER LINE 2. THIS SURVEY WAS MADE WITHOUT THE RIM=11.55 IE NE=11.10 - BENEFIT OFA TITLE REPORT AND DOES IE NW=11.15 COo CLEANOUT TV CABLE TV LINE IE=10,95 - DATE: 06.01.18 - - NOT PURPORT TO SHOW ANY EASEMENTS - < CULVERT AS NOTED C COMMUNICATIONS LINE (FIBER OPTIC) OR OTHER ITEMS OF RECORD. Designed: - WATER VAULT - - UGT UNDERGROUND TELEPHONE 3. BOUNDARY CALCULATIONS WERE BASED - Drawn: DJO -FIRE HYDRANT ON RECORD OF SURVEYS, RECORDING Checked: �i - - PUBLIC ACCESS EASEMENT NUMBERS 7809260242, 7905110159, { FIRE DEPARTMENT CONNECTION PAVEMENT STRIPING AND 9310205003, RECORDS OF - SNOHOMISH COUNTY. WASHINGTON. t.8r1(tt Use Pe!rrrllt$ W WATER VALVE - ® WATER METER © WATER MANHOLE OR AS NOTED - - IRRIx IRRIGATION VALVE - _ r+ ESUB EXISTING HBO HOSE BIB APR 0 8 2019 ® OS SANITARY SEWER MANHOLE. - 131.1C11 N - - BLRDO BOLLARD _ G 1.O SIGN SCALE IN FEET Know what's below. 0 FOUND MONUMENT IN CASE 21 Call before you dig. • PK NAIL W/WASHER 20 0 20 40 SHEET 2 OF A 1❑ STEEL FENCE WITH I 2 YARD DRAINS PER CIVIL, z STEEL FE STEELFENCEAND SOUTH PROPERT FENCE BY 01 FIRE DEPT. CONNECTION, POST INDICATOR VALVE, AND FIRE HYDRANT PER CIVIL TO SOUTHEAST PROR CORNER 1 12 SEE EDMONDS WATERFRONT - RE -DEVELOPMENT PERMIT LINE OF EXISTING BUILDING TO BE - SUBMITTAL FOR PROPOSED EMOLISHED & REMOVED BEACH RESTORATION BY OTHERS 30" INSIDE EDGE OF EAVEES�\\ EXTENT OF MAE� i EXISTING BULKHEAD TO REMAINS � E NN. fill, EDMONDS WATERFCENTER BUILDING i► �1 'I�1►\ i Rd" IN NEW GREASE INTERCEPTOR PER CIVIL REDEVELOPMENT PERMIT. SUBMITTAL FOR NEW PARKING AREAS, LANDSCAPING AND . STORMWATER INFRASTRUCTURE BY OTHERS 0 5 10 15 20 25 FT Ilk, A ' environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax:206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 APPROVED REGISTERED FIR R NT ARCHI t GER E UCKER � s1iA WASHINOTON # Site Plan NOT FOR CONSTRUCTION i ENGINEERING DIV1SK)N D kS NO II Cl D76r Date w 12.27.2018 o Building Permit Submittal U Revisions a 2 - 05.03.2019 Permit Revisions w 1-04.02.2019 Permit Revisions x 0 z 0 Drawn by: RESUS FSJ/AKD Checked by (P.M.): MAY 0 6 2019 SK �rrr Checked by (C.C.): RT Project No. �J 15015A w� �ZPLAN p 1 Al ■ 1 ii EDMONDS WATERFRONT CENTER BUILDING BEYOND LIMIT OF WORK FIRST FLOOR T.O.C. L - ONC. PAVING, SEE CIVIL lilt I I I ONC. PAVING, SEE CIVIL I I SET FENCE POST IN CMU I I I GROUTED CAVITY, TYP. 1-4 ET FENCE POST IN CMU I I .� GROUTED CAVITY I EW SOLID GROUTED AND - I - y _ _ _ REINFORCED CMU WALL PER I I - I - --NEW SOLID GROUTED AND r T STRUCTURAL. STOP APPROX. 6' REINFORCED CMU WALL PER I ____________ _____ I— _ _ — _ - t;1__ i___ .I NEW SOLID GROUTED AND ABOVE NEW PAVING. II I I STRUCTURAL. STOP APPROX. 6" —------------------------------------- --, REINFORCED CMU WALL PER. ABOVE NEW PAVING, TYP. _ STRUCTURAL. STOP APPROX. 6" NEW CONCRETE FOOTING NEW RETAINING WALL, STAIRS, NEW CONCRETE FOOTING PER j ABOVE NEW PAVING PER STRUCTURAL - VERIFY EXISTING FOOTING AND FOOTING BY OTHERS STRUCTURAL I VERIFY EXISTING FOOTING CONFIGURATION, REVIEW WITH - - ARCHITECT AND STRUCTURAL PROVIDE REINFORCEMENT TO A ARCHITECT AND STRUCTURAL r ------ EVIEW WITH B ENGINEER PRIOR TO WORK ALLOW TIE-IN TO RETAINING WALL - NEW SOLID GROUTED AND _ - REINFORCED CMU WALL PER I ENGINEER PRIOR TO WORK BY OTHERS. SEE STRUCTURAL L_� FOR SIMILAR CONDITION. STRUCTURAL. STOP APPROX 6" — ABOVE NEW PAVING. � - PRECAST CONCRETE CAP WHERE � ADJACENT TO EXISTING BUILDING OR WALL Southwest Property Line Elevation r4� Typical Fence Sections z l Typical Fence Detail A1.2 Scale: 1/2" =1'-0" AL2 Scale: 1/2" = 1'-0" Al2 Scale: 1/2" = 1'-0" CAP POSTCAP EEL POST CAP, TYP. RAIL, TYP. :D WIRE MESH, TYP. POST, TYP. LIMIT OF WORK LINE BEHIND EXISTING BUILDING ON ADAJCENT PROPERTY. PRECAST CONCRETE CAP WHERE ADJACENT TO EXISTING BUILDING VRST FLOOR T.O.C. ".__.__.__._—...—._— --WELDED WIRE MESH STEEL POST STEEL RAIL, TYP. SLOPED PRECAST CONCRETE CAP WHERE OCCURS. MECHANICALLY FASTENED TO CURB. HOLD OFF EXISTING BUILDING ON ADJACENT LOT BY 1/2". FILL GAP WITH BACKER ROD AND CAULK IF THE NFR CONSENTS WELDED WIRE MESH STEEL POST TEEL RAIL; TYP. -F SLOPED PRECAST CONCRETE CAP WHERE OCCURS. MECHANICALLY FASTENED TO CURB. HOLD OFF EXISTING BUILDING ON ADJACENT LOT BY 11Y". FILL GAP WITH BACKER ROD AND CAULK IF THE AnlAr.9 ER CONSENTS SOUTH PROPERTY LINE FULL OPENING WIDT T-W MIN. ACTIVE —SET FENCE POST IN CMU.1, GROUTED CAVITY —NEW SOLID GROUTED AND REINFORCED CMU WALL PER .�. STRUCTURAL. STOP APPROX. 6' ABOVE NEW PAVING — VERIFY EXISTING FOOTING CONFIGURATION, REVIEW WITH ARCHITECTANDSTRUCTURAL ENGINEER PRIOR TO W SOUTH WALL STEEL POST CAP, TYP. FIXED INACTIVE GATE LEAF MUST NOT HAVE PUSH/PULL HARDWARE GATE HARDWARE PER SCHEDULE GATE RAIL, TYP. GATE UPRIGHT, TYP. WELDED WIRE MESH, TYP. STEEL POST, TYP. WELD -ON HINGE, TYP. CONC. PAVING, SEE CIVIL - CONC. FOOTING, MIN 36" DEPTH ORK. RES UB JUN 2 5 2019 s Southeast Property Line Elevation 1 Fence Detail @ Door 138 A1.2 Scale: 1/2" =1'-0" A1.2 Scale: 1/2" =1'-0" itu environmental Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 6443 REGISTERED ARCHI GER E UCKER STA WASHINGrON Site Details Date 12.27.2018 Building Permit Submittal Revisions 2 05.032019 Permit Revisions 3 06.25.201; Permit Revisions Drawn by., AKD Checked by (P.M.): SK Checked by (Q.C.): RT Project No. 15015A T.O. GUARDRAIL _ _ _ E.L =3'-6" ABOVE WALKING SURFACE Guardrail Section Scale:1" = l'-0" F 1-1/2" O.D. GALV. STEEL GUARDRAIL FRAME & PERIMETER (TYP.) 'O.D. GALV. STEEL PIPE INTERMEDIATES, TYP TO.HAN.DRAIL E.L.=T-IT ABOVE STAIR NOSING & LANDING 1-1/2' O.D. GALV. STEEL HAND RAIL 1/2- CHAMFER (TYP) T.O_WAL' T.O. STAIR 15.0' EXPANSION JOINT STAIR RISER BEYOND, PER CIVIL GRAD12.5' STEEL PIPE RAIL POST SET IN STEEL SLEEVE SPACED "" O.C. MAX.; CORE III DRILL AND SET IN EPDXY GROUT (EMBED -1 12' MIN. INTO CONCRETE), TYP South Stair Section Scale: 1/2" = 1'.0" 1"GALV. STL PIPE INTERMEDIATES, POWDER COATED BLACK REVISED PLANAPPROVED environmental r WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 6443 REGISTERED ARCH1 GER E UCKER S1PA wASRINGIMN Site Details Date 12.27.2018 Building Permit Submittal Revisions 4 01.31.2010 Permit Update Drawn by: AKD Checked by (P.M.): SK Checked by (C.C.), RT Protect No. 15015A V634�� 4 A1.3 FEB 0 5 LM ■■ BUILDING DEPARTMEIv'i ■■ CITY OF EDDMONDS A THICKENED SLAB EDGE PER CIVIL NEW FOOTINGIFOUNDATION WALL NEW CONCRETE OWAROUND EXISITNG FOUNDATION WALL PER STRUCT, SEE 17/S3.2- EXISTING ESC FOOTING TO REMAIN, DETERMINE EXISTENCE, DEPTH AND DIMENSIONS DURING THE DEMOLITION PHASE HATCH DENOTES NEW EXTERIOR SLAB PER CIVIL- B NEW CONCRETE OWAROUND EXISITNG FOUNDATION WALL PER STRUCT, SEE 17/S3.2- EXISTING ESC FOOTING TO REMAIN, DETERMINE EXISTENCE, DEPTH AND DIMENSIONS DURING THE DEMOLITION PHASE - HATCH DENOTES NEW EXTERIOR SLAB PER CIVIL ---_---_--- THICKENED SLAB EDGE PER CIVIL 1 2 3 T T T T 9 10 11 12 13'-7 22'-V 8T -V13'-71/4' 13'-71/4' IT-71/4' IT-7 V4" 13'-7114' 8'-0' 14'1 14-1 I 1 I I I I I I I I 1 i 1 2 Foundation Layout Plan A2.0 Scale:1/8" =1'-0" ?) 10 0 5 10 15 20 25 FT 1 n I—= Foundation Plan General Notes 1. F.O. CONCRETE CURB = F.O. GRADE BEAM 2. FOUNDATION DETAILS ARE KEYED ON ELEVATIONS OZZO 3. EXTERIOR SLAB PER CIVIL GRID TO WOOD FRAMING SEE SA7.4 TO LOCATE HISS - COLUMN. 12 A- J� �ZPLAN environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 - phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCHI GER E UCKER sTA wAsxIN6TOPo Foundation Plan NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions i 04.02.2019 Pemrit Revisions Drawn by: FSJ Checked by (P.M. SK Checked by (C.C.): �Q r RT a.� Prolect No. 15015A RE UB,AF 1 Q R 08 2019 ^�■O St n � n l 3) n l o J l b) n l 8) l y) 10 11 12 Foundation Plan General Notes C C C 1. F.O. CONCRETE CURB = F.O. GRADE 13'-7 2Y-9" 8'-0' 13'-71/4" IT-7IW 13'-71/4" IT-71/4• IT-71W 9-o" 14'4' W4" 2. FOUNDATION DETAILS ARE KEYED I I I 1 I I ELEVATIONS. _lJ_!LI 3. EXTERIOR SLAB PER CIVIL. Kl/ A41 A31 A4 2 A43 4. STEEL COLUMNS ARE CENTERED ON I I I I I I I I I I I I I I I I UNLESS OTHERWISE NOTED. ALL NOTE I DIMENSIONS ARE TO COLUMN CENTER I EXISTING CMU WALL 13 A7.1 I 1 I A7.1 A .1 IN DASHED AREA, COLUMN CENTERLINE I IS 3/4' EAST OF I 13 A7.1 I NEW CONCRETE RETAINING WALL PER STRUCTURAL I I 10'-8" 1 10'-8 3/4° I 1/4• 83/4• 1 I 6" 6" W „�,,,6' �I I GRIDLINEA 6• I I V I I I 2'-23/4" I m I 8" 83/4• • o I T 4 m I `Q N -I .- ___________- In_ I____________ _____ _______ __ _ __________ 5 - - --- - --- --------- A ° � - -m- - CONCRETESTAIRSPERCIVIL - -- --- 7. - - - - -- -- ---- ----- - ---- -- - --- ---- ----- --- -- ---- ---- °' � +"WID�.a NEW FOOTINGffOUNDATION WALL PERSTRUCT I 1. 1�' a 'a: 'a .• 14 d 'S 'b al.J '�i '-5114 �..CONCRETE '{ 1l4' ° '-5114t aJ. 'I .' �` poi' I I '•°I a °. a°I.a. as 1/4 1/4' <a 1/4 ° a' i' • b .,�JP.. • WALL;° ° T.O. OW SLAB .. • d-°'a. d°• n'l ° Ld d°L aI°°• °d d•. 277 A4.5° ` LOWER STRUCTURAL a a. ° ° •_ a,°S I iII . a • °°"� p 119 ^ .O• SLAB, SEE S2.1 CMU WALL ONAROUND FOUNDATION WALL PER �a 9 ° d °• ° a ` a ° 8 °d . °E �y�Q . POWWALL. SITS ON LOWER SLAB BELOW IEXISITNG STRUCT, SEE 1//83.2 poLL iN I a' aNEW ----- CORNED WALL STOPS AT F.O. BUILDING FOOTING TO DETERMINE EISTENCE,°REMAIN, I• a d • -'.1IIl LOWER VEST. WALL, TYP 1II LLABOVE F' °EXISTING •RU,C <Q d a d . a . ° aAd,L_ °SeE°E d ° d.aiIlI�,i ffI : dd DEPTH AND DIMENSIONS DURING THE DEMOLITION PHASE .UO�R.Bj OC a. 8WIDE, 6" TALL CURB e: •dQ .g 4. :1IA. g "" T a ° . RSLAB, S2.1a aQa L. ° �< ° ..ea •.l ° d a �.e:� .. ". ' 8"WIDE CONCRETE WALL r° In ° 'a.. '. L. 9.. Ld �; a .• ' d'� ��.I. .. °° .d ° .. n �,° a .Q, ° a • I a' • °i I , A4.1 URB,TYP .. E0 EO' a° 'd .a aA'3112"° 6'-81/2' �'d° .. ,° • OR .COLUMN C.L.I :'1'SOUTH PACING TO PLUMBING AS CODE, WHICHEVER IS HOT AND COLD WADERS RE GRATER I.`=`O1 D BY- 'I n_ 1-6:' 6'-0il2".":' JIy1 PPLY .. '.. 4 . d ° na" 8'-73/4' ''°^ I I Pa aaa.°° .. °:'.,�"a I °d . a' �i 'a d b'� 3/4". '• ' ° .. °L '4a a i I'< �•: ° I' .d'• 'I Pd, a 3 r- d a o y HATCH DENOTES NEW EXTERIOR d 'a d, .OF GRID4' •�4° POWER (20AMP CIRCUIT) �° 3-0 S•10114• 70.43/4 °. 3-0 ''VyAI.L ENTER OF RADIUS'1 SLAB PER CIVIL ° �' O b -- Cf ' ° - Iy. I 4 L<°d W d° 7. _I W a..d <� _ � ... _• °o n ED '°t, n�l, •OL '1° A4.4 � � ..a. a°°_�_aIIII w � 1 I. .a ,1 �d 4. ° . 4' ..I W 4"' � _. �`d �°I. a J.� ,- �� I'n 4 _ ��e w -°. _ 'a-. -.e°. °a°d ° °d. fi aa d .0. CURB ^d..'4. °d 1151V TYP TOCURB •°dn�.. _.. ° ' <'° d.. - , 414 CURB. TYP III-�d° ;aW .n .CU s' 10, �. aa°._. IlI a ° ° °_ ° .°. n .. `iIIIa ,, ?-"WIDE : d a r TTTTIIr d^ �III _ .d 'n d.. �b •° I, °D 5_4•' -N.°.' ,_b2.° 10'WIDE CURB,TYP q FLOOR SINK, TYP n4'-<11•n'- Pj a. n 4'-0114" d 3112' d ` � •.a�. ° ¢II ° • °. °�° -..a,' ---°da ° 4. ° .. .. d. aQ °...` .. ..d .. e a d ..I A4 ° '. ° °.1 4'-D 1/4'I a. °•dQ d _ . -. •G '�. J d °'.. I -0" r a a'O 6,-0",. . .. 4 • _ _ _ �_-_-_-_-_ i'• 1Y2'I- - �d I_-_ -_ Id • _ - -_-J-_ _- `'° �y?- 77 Q _ _- ' 4. • d - °°d. qG I' •4 { ° a. I° fin. •d .I_ d 'CLEAR II: I 6112 1/4' W .°� '2d I°... j. II al Q I'� I p. I� .0. CUR NEW CMU WALL WAR ND °e° .�. .• a� ' . ° '�lyi"- .. ° .. 'C, °° .. A. a :: 'a';4.. y'. I. 4*' c °L..IYQq.a L I° °la .. I W °.. al I a.l.�tII I:°` °da a n EXISITNG FOUNDATION WALL PER STRUCT, SEE 17153.2 d' . d ° EO a. 0..; °. • " " � '°' �4' .1 I i •' _ _ _ dg °' ., y. BUILDING FOOTING TO - n:<'.d g. e • °' DETERMINE EXISTENCE, WIDE^ ° °4 ` .•4: - aa. p °REMAIN, . �d d• -'.iI A4.6 �°t d•_' <: T6O'UTPEXISTING DPTH AND DIMENSIONS DURING H-E DE_M-OLIT_IO-N PH_A-S . CURB, Q 1'-53/4 L._ :I d.'..;. . ..iI'`` -° ndIr `. °T-512 9 n ' 94 a_. dT ;'a �qI . a E LC"UR HATCH DENOTES NEW EXTERIOR a ° d e _ °TYP dSLAB PER CIVI _ �4 THICKENED SLAB EDGE PER CIVIL IN DASHED CAREA, 31/4II II I IDE 4-31/2" I- IDE 54T 8WSB" 1-T TO P.L. B, TYOLUMN3CENTEESRTIONE P UWB, TYP o Is '4 I I GRIDLINE I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A4.4 I A3., I I I I A4.3 I I I I I I I I I I I I I I I I I I I I I I I I I GRID FOR WOOD FRAMING C.L. . SEE 16/A8.6 TO LOCATE HISS COLUMN 1 2 3 4 5 6 7 8 9 10 11 12 - REVISED PLANAPPROVED J� CITY OFIEDMONDS BUILDING DIVISION PLANS EXAMINER 1 Foundation Layout Plan 0 5 10 15 20 25 Fr %-�(/ A2.0 Scale:1/8" = V-0" 4 Z PLAN DATE BEAM. N GRIDLINES D UNE. Ea environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCNI GER E COCKER SYA WpJ3NINGYON Foundation Plan Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions 4 01.31.2020 Permit U Drawn by: - FSJ Checked by (P.M.): SK Checked by (C.C.): RT Project No. 15015A EE,iirl1 FEB 0 5 :'_0M BUILDING DEPARTMEN'; C•!TY OF CDM.1'NCS C i� OS 3 4 5 6 7 8 9 10 11 12 General ,Plan Notes 1 DIMENSIONS• INNALL 1 CONIC.• PER CIVIL _.� OUTDOOR HEAT PUMP ON CONCRETE PAD TYR ij, CURTA WIWI MINION ® il CHAIR R, I Em ■iL7GIhIVCdlll'71 GREEN ROOM �� ' 7� 1 ■® - •.. I� o �i m• I�121,11 I J� 171� �� A _ NSPER YARD DRAIN, v , CIVIIII ,\ NJ 111111111� jr ��Npuuu ill I _ I 111�11111 � I i10 . _ s I► r'��,— ��► �l a e;;, ® I IE m e n I II� e 3• © - �, -� t�►�i i1: GATE, SEE I - c► o e — SPIERSTEEL Si L��.► First Floor Plan A2.1 Scale:118" 0 5 10 15 20 25 FT A J'" � 7 PLAN GRID LINE DIMENSIONS ARE TO CENTERLINE OF FRAMING UNLESS NOTED -. OTHERWISE. ALL OTHER DIMENSIONS ARE - TO FACE OF FRAMING UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS. ALL EXTERIOR WALL; DOOR,&WINDOW - DIMENSIONS ARE TO CENTER OF ROUGH OPENING UNLESS NOTED OTHERWISE. 2. WINDOWS, STOREFRONTS & RELITES: SEE SHEETS A8.3 AND A8.4 FOR TYPES, - SIZES AND SCHEDULES. - 3. WALL TYPES: - - SEE SHEET A5.1 AND A5.2 FOR WALL TYPE DESCRIPTIONS. - - ALL INTERIOR PARTITIONS ARE GIA5.2, UNLESS NOTED OTHERWISE. SEE ENLARGED PLANS, WHERE PROVIDED. 4. DOOR OPENINGS: A DOOR OPENINGS ARE LOCATED 4.112" FROM FINISH FACE OF WALL TO THE DOOR JAMB, UNLESS OTHERWISE NOTED. SEE SHEET A&I FOR TYPES, SIZES, AND SCHEDULES. S. FIRESTOPPING DETAILS: - SEE SHEET A5.4 FOR TYPICAL DETAILS. 6. ACCESS PANELS: ACCESS PANELS IN FIRE RATED ASSEMBLIES SHALL HAVE A FIRE RATING EQUIVALENT TO THE RATED ASSEMBLY IN WHICH THEY ARE INSTALLED. - 7. BLOCKING: - - PROVIDE SAWN DIMENSIONAL LUMBER BLOCKING AT MIRRORS, TOWEL BARS, DOOR HARDWARE, & OTHER WALL -MOUNTED ITEMS. I;e - 8. BLOCKING LOADS: SAWN DIMENSIONAL LUMBER BLOCKING - FOR GRAB BARS& STAIR HANDRAILS environmental SHALL BE PROVIDED & INSTALLED TO WORKS RESIST A SINGLE CONCENTRATED LOAD OF 250 LBS APPLIED IN ANY DIRECTION AT Community Design Center - ANY POINT. - 9. OCCUPANT LOAD SIGNAGE: 402 15th Avenue East ALL ASSEMBLY OCCUPANCY ROOMS OR Seattle, Washington 98112 SPACES SHALL HAVE OCCUPANT LOAD phone: 206.329.8300 SIGNAGE POSTED NEAR THE MAIN EXIT fax: 206.329.5494 OR ACCESS DOORWAY FROM THE ROOM OR SPACE. SEE SHEET T1.4 FOR B OCCUPANCY GROUPS AND OCCUPANT LDAOB. Edmonds Waterfront Center Plan Legend GD.S. DOWNSPOUT New Construction -HB HOSE BIB 220 RAILROAD AVE I EDMONDS, WA 98020 WALL ASSEMBLY - RECESSED FIRE 6443 — I EXTINGUISHER REGISTERED F.E.C. CABINET ARCHI FIRE ^ l� . EXTINGUISHER F.E. � EXTINGUISHER GFR E UCKER STA WgeXINGTON ® FLOOR DRAIN - SMOKE DETECTOR, OSD HARDWIRE WI BATTERY BACKUP First Floor Plan NOT FOR CONSTRUCTION 20D CFM RANGE HOOD, ® VENT TO EXT. - -i &H EXHAUST WALL CAP STAND PIPE _ - C-GF CORNER GUARD - FS FLOOR SINK D • --- TV LOCATION - TV PROVIDE BLOCKING - OCCUPANT LOAD SIGN Date O.L. LOCATION _ - 12.27.2018 Building Permit Submittal - Revisions 2 05.032019 Permit Revisions 1 04.022019 Permit Revisions - - Drawn. by: FSJ - - Checked by (P.M.$ - SK Checked by (Q.C.): RT n � Proied No. RESU 15015A y MAY 2019 A2.A 1 C i(2) n3J n l5J l°l n n n9 10 11 12 / STAGE $TOR. 13 ��•�Q' �1 r� • iI 1� e„ IOUTDOUK 1 CCESS m� _u�. �. PER QVILL RRR OUTDOOR HEAT PUMP ON PP i N T CONCRETE PAD 'TYP "Arm WATER (SEE �qp Y '�• �13 .��Id - ® G51 - t°I l��0 aw.; lfiVESTIBULE +li ivEEN ® 'lll � � I■IIIII��I �, ®� �� ROOM -- �l I I'll I� " • -� �yl biCOFF -� r.— LR r �� ® "....- r,9.u�urur�. I��It■}>�� Qs IHII F; IIjJ ��I gi C YARD DRAIN, TYP. PER CIVIL— u �..E_ Intel E€ n pl�l I rr....r....��n `e391 aq ft° li �, i J r II, a. �I�1� Illlllll��liall I IIaIilI►�,�� o �� i GATE SEE 1 !T!EL � - ' �� m 1 � , ® �1..►�� — lift eRM I O © D O � O f� 0 O �► m �� ` First Floor Plan R-1, 1IR" = 1'-w 0 5 10 15 20 25 FT General Plan Notes 1. DIMENSIONS: GRID LINE DIMENSIONS ARE TO CENTERLINE OF FRAMING UNLESS NOTED OTHERWISE. ALL OTHER DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS. ALL EXTERIOR WALL, DOOR, & WINDOW - DIMENSIONS ARE TO CENTER OF ROUGH - OPENING UNLESS NOTED OTHERWISE. 2. WINDOWS, STOREFRONTS & RELITES: SEE SHEETS A8.3 AND A8.4 FOR TYPES, SIZES AND SCHEDULES. 3. WALL TYPES: SEE SHEETA5.1 AND A5.2 FOR WALL TYPE DESCRIPTIONS. ALL INTERIOR PARTITIONS ARE GIA5.2, UNLESS NOTED OTHERWISE. SEE ENLARGED PLANS, WHERE PROVIDED. 4. DOOR OPENINGS: A DOOR OPENINGS ARE LOCATED 41/2" FROM FINISH FACE OF WALL TO THE DOOR JAMB; UNLESS OTHERWISE NOTED, SEE SHEET ASA FOR TYPES, SIZES, AND SCHEDULES. 5. FIRESTOPPING DETAILS: SEE SHEET AS FOR TYPICAL DETAILS. 8. ACCESS PANELS: ACCESS PANELS IN FIRE RATED ASSEMBLIES SHALL HAVE A FIRE RATING EQUIVALENT TO THE RATED ASSEMBLY IN WHICH THEY ARE INSTALLED. 7. BLOCKING: PROVIDE SAWN DIMENSIONAL LUMBER BLOCKING AT MIRRORS, TOWEL BARS, DOOR HARDWARE, & OTHER WALL -MOUNTED ITEMS. 8. BLOCKING LOADS: SAWN DIMENSIONAL LUMBER BLOCKING FOR GRAB BARS & STAIR HANDRAILS . SHALL BE PROVIDED & INSTALLED TO RESIST A SINGLE CONCENTRATED LOAD OF 250 LBS APPLIED IN ANY DIRECTION AT ANY POINT. 9. OCCUPANT LOAD SIGNAGE: - ALL ASSEMBLY OCCUPANCY ROOMS OR SPACES SHALL HAVE OCCUPANT LOAD SIGNAGE POSTED NEAR THE MAIN EXIT OR ACCESS DOORWAY FROM THE ROOM OR SPACE. SEE SHEET TI A FOR B OCCUPANCY GROUPS AND OCCUPANT LOADS. Edmonds Waterfront Center Plan Legend G D.S. DOWNSPOUT New Construction �B HOSE 618 220 RAILROAD AVE. EDMONDS, WA 98020 -►I--- XIA5.1 WALL ASSEMBLY RECESSED FIRE 6443 8 EXTINGUISHER REGISTERED F.E.C. CABINET tkflCHl �— WALL-MTD FIRE C+ f.E. EXTINGUISHER GER E UCKER y-fA WASHiNGYON FLOOR DRAIN SMOKE DETECTOR, SD HARDWIRE W/BATTERY First Floor Plan BACKUP ® 200 CFM RANGE HOOD, VENT TO EXT. -1 EXHAUST WALL CAP ®-H STAND PIPE C.G.- CORNER GUARD FS FLOOR SINK - p --- TVLOCATION - TV PROVIDE BLOCKING OCCUPANT LOAD SIGN Date O.L. LOCATION 12.27.2018 Building Permit Submittal Revisions 1 . 04.02.2019 Pernik Revisions 2 05.032019 Permit Revisions 4 01.312020 Permit Update Drawn by, FSJ Checked by (P.M.): SK EVISE IPLANAPPROVED Checked by (C.C.): RT n environmental WORKS Community Design Center 402 151h Avenue East Seattle, Washingron.98112 phone: 206:329.8300 fax: 206.329.5494 EDMONDS BUILDING DIVISION Prolect No. �.` PLAMS EXAMINER IY,y 15015A DATE 6 A2.1 Z PLAN FEB 0 5 -z) BUILDING i1EPPAR1wh rn CROGFEDMONDB ■■ 1General Plan Notes l3l l4l n5 l°l n7 la) n9 10 11 12 22'-V V-V 1T-7114" 13'-7114° IN-7114° IY-7114" IT-71/4' V-0" 94' 14'4+ I I I I I I I I I I I I I I A4.2 I I A4.3. I I I I I I I I I I I I I I I I I I I I I 6-9314' I I 8'4)314" I 8'S 314" I 6-9314' I I 6-93/4" I I I 11141W 23/4' 1'-101Y2' i'•1012" '-101/2' 1'-101/r '-101z 1'-1012' '-101 1'-101IY 1'-10112° - L_--------------------------- .......................... _... - I I I CANOPY BELOW I .................................... }.------.- A5.1 I I I 6fA35 .1 I - 6/A35 :1 I 6lA35.1 I I1 A5.1 I ff311 4 4 1 4 4 1 4 4 4 44 - ------------------ I A51A5.1 Y m -�' i - -I Ir W6 W5 W6 0 O OIO W6 W5 W6 O OIO W6 WS O W6 OIO W6 WS W6 OIO W6 W5 W6 O oI b � - PRIVACY. SCREEN 22'-5112" 11A5 I i 2 SOUTH BALCONY MU - 393sgIt TWO•WAY 5-31�+ IIE CbMMUNICATION DOORVICE PER SSHEDU1.6 __ ___ WAS. I 219 2I7 " _ R 1 L CrE`I� IDES NPE DOOR SC DUL i 0 I ROOF HATCH+VERTICAL, WALLLADD W/RAIL EXTENSIOETOR `, MOUNT DOOR 232 LOC UTTON PER D TIPURPOSE 1 926agR zn TCHE2 tat agfl N �e 1 4A OVERRIDE OR SCHEDULE r 13 i 5. _ -'T-1112(, Li 1 i Fa -T.,= ,'. 246 II II I� ' MOVABLE PARTITION' MULTIPURPOSE 2 fie5�e I 6'-10' I WAS. I GTfTT I 215 i H/AS 2'I4 SIAS. 212 10'-0" T-23/4+I A5. I MULTIPURPOSE 3 I 638sgft I SKYLIGHT T-0" ABOVE A6.6 6 23/4' r-, ' HAS. 210 8NII 211 Y H2IA5.2 rM TV MULTIPURP 609 sqR ___ - -LfGT r i -► 4 I pg 208 NI,/ HIA5.2 \ \� PEN 01 - BELOW I \ \ _________ \ __ ' -. I UT- TYP.CSTEEL CANOPIES. SEOEODFEDTRAAILIN1w1IIADOWNSPO i 1/A5.1 I I i "SKYI I I I 'TV 17$ i ' ... W8 2 D z1s BUTT GAMEROOM 667 sqn LI HT I E r';`: H3/ 215 `q $TOR. a' 137 R 41A52 .2 H31A5. .S22Oft 3sg G5/A5 GS/A5. -- Qzt6 JAN 7fiagflTV218' A4A Y .^ 1 A3,2 i A51 - : C- -- �_-_-_-_I-.6 / - - A5.1 - - ..... 1 H3/A5. Gi/A5.2 '-6' I CG. I J v NC.G. F.E.C. "1agft 42 HIGH GUARDRAIL G11A5.2 223 CLINIC 732 sqR _ �. ." 8'-4° m Gt/A5. L21E36-N1 13a 2s7 HALL 91 1 agtt - E�;_1--- AS R A6.7 8. i O 220 I SHRD OFF. 125 sgrt 3l4" A6.6 _______ CEPTION �. /' t7s R a ��J� "r ! __ _________, I I I I ITING AREA NG 183agR �31 8 A�4 - + - • 205 uj 206 5.1 ......... I� iDN I I i I - I tat I LANDING i 521 aqR I i I 1'-4112' - - 204 COMMUNITY MEETING 679 sgtt q. - .. T 7 /A5.1 I 71A5.1 2 �..I. A3.2 4 CANOPY BELOW`Ri I B/A5.1 --- - 1IA5.1 7IA5.1 . - D S --------- - 4. SKYLIGHT ABOV H/A5. HANDRAIL I OPENW I BELOW I / I \ \� \ z33 STAFF BREAKROOM zsas k q O 1 II II 0 A' 1235 1 SERVEVERIIT I Y 102 aqR p5, 5/A5.2' ON I 227 233 -__ 3�^ I.K ---- -- A6,7 I i I_WIO ® 5 RK ROOM - I A5. F.E. o 6" , _ 1 114" I FFICE OFFICE fl 191gft I o - 21A5 I W13 W13 D.S. 7IA5.1 7/A5.1 .._......... .... I I I I I �"" km I '4i IAS. - t2 l� 13 ft ^ 137 agfl- 222 G1IA5 _ - ��2za I CLWK �p n2sgR / �l>DAi A6.7 103 I A5. I 7 A6.7 I O I 227 CLINIC - 1315gfl ?.: 221 •. I 73/4' - LIAS. 112 ABOVE - _ 1'-0' 4 I �]2 ST I 61s G51A5. F.E.C. ' 3'-T _ 23 10'd ------- OPEN 61g S5 1/A5.1 ..........................:.._..................................:... R. ft HIA5.2 GSIA5. ® OFIC1 98 aq R� I 4' HALL 62Rsa.B --- ; 11A5 MN'6 •� 225 , ENCE ft I I ® I I I - 71A5.1 __ ___ .-- _= - - 237 N I - 71' LI�3J7 I I I I I NIA5f2 _ _ __ ___ __ __L___ BIA5.1 ---- - .a3 238 1 : ♦ E OMEN'S I 22agtt eafi EL 5 CT @ v it- 206 '35 sqr �. -e D S. 01 i ____ _ `4 -��.............. --- -- - N____ ROOM B I I I I 5.1 1/A5.1 7/A51 .............::..I I '-7114' Mil 9'-111/2" I 229 0 0 FICE I 7 agfl A5. 21A5. W13 S. 11A5.1 7l '-2" G1IA5 •I 23p 13 ..................................................... I OFFICE I 117 agflST Lip- .i 1 .1 /AS ......... ...... ... CON 181 21A5. 53 S ................_..._.............. ................:....................:..................:.. 1lA5.1 7P 10141l2" - 4'-103/4" V-2112" 5'-11" T-8 /4' 1 ,2 I' 1/4 9" 3'-6314" 2314"I 2'-5114" - V-3112'' T-10114' [L V-r 2-6112" 5'-W 4'-3' 4'-4314+ 5'3" 1'-6° �Y-Si T-612' '•101/4' '-6114" - I I CANOPY BELOW ROOF OVERHANG, TYP. _ I CANOPY BELOW I ' I I I I 1 1 OOF DRAIN w/ DOWNSPOUT ITYP. @ STEEL CANOPIES. SEE DETAIL II/A7.4 NDA2 Ov�FLo 8'ri-IJ Dt�Pa`n)AbE LdiCYAvl 2 I NG SEE TO WOOD 51A7A TO LOCA EI SS COLUMN 1 2 3 4 5 6 7 8 9 10 11 12 1. DIMENSIONS: GRID LINE DIMENSIONS ARE TO CENTERLINE OF FRAMING UNLESS NOTED OTHERWISE. ALL OTHER DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE DO NOT SCALE DRAWINGS. ALL EXTERIOR WALL, DOOR, & WINDOW DIMENSIONS ARE TO CENTER OF ROUGH OPENING UNLESS NOTED OTHERWISE. 2. WINDOWS, STOREFRONTS & RELITES: SEE SHEETS A8.3 AND A8.4 FOR TYPES, .SIZES AND SCHEDULES. 3. WALL TYPES: SEE SHEET A5.1 AND A5.2 FOR WALL TYPE DESCRIPTIONS. ALL INTERIOR PARTITIONS ARE GAS 2, UNLESS NOTED OTHERWISE. SEE - ENLARGED PLANS, WHERE PROVIDED. ..D A OROPENINSAR : DOOR OPENINGS ARE LOCATED 4-112° FROM FINISH FACE OF WALL TO THE DOOR JAMB, UNLESS OTHERWISE NOTED. SEE SHEET A81 FOR TYPES SIZES, AND SCHEDULES S. FIRESTOPPING DETAILS SEE SHEET ASA FOR TYPICAL DETAILS. 6. ACCESS PANELS: ACCESS PANELS IN FIRE RATED ASSEMBLIES SHALL HAVE A FIRE RATING EQUIVALENT TO THE RATED ASSEMBLY IN ' WHICH THEY ARE INSTALLED. - 7. BLOCKING: - PROVIDE SAWN DIMENSIONAL LUMBER BLOCKING AT MIRRORS, TOWEL BARS, DOOR HARDWARE, & OTHER WALL MOUNTED ITEMS. 8. BLOCKING LOADS:. SAWN DIMENSIONAL LUMBER BLOCKING FOR GRAB BARS & STAIR HANDRAILS SHALL BE PROVIDED& INSTALLED TO RESIST A SINGLE CONCENTRATED LOAD " OF 250 LBS APPLIED IN ANY DIRECTION AT ANY POINT. 9. OCCUPANT LOAD SIGNAGE: ALL ASSEMBLY OCCUPANCY ROOMS OR SPACES SHALL HAVE OCCUPANT LOAD SIGNAGE POSTED NEAR THE MAIN EXIT OR ACCESS DOORWAY FROM THE ROOM OR SPACE. SEE SHEET T11FOR B OCCUPANCY GROUPS AND OCCUPANT AND LOADS. Plan Legend 0 D.S. DOWNSPOUT +HB. HOSE BIB - XIA5.1 WALLASSEMBLY RECESSED FIRE - 8 EXTINGUISHER F.E.C. CABINET -� WALL-MTD FIRE F.E. EXTINGUISHER _ ®_ FLOOR DRAIN SMOKE DETECTOR, O. - HARDWIRE W/BATTERY BACKUP _ ® 200 CFM RANGE HOOD, VENT TO EXT. _ d EXHAUST WALL CAP 0-01 STANDPIPE C.Gf CORNER GUARD FS FLOOR SINK n l = TV LO TION - TV PROVIDE BLOCKING OCCUPANT LOAD SIGN ' O.L. LOCATION lom environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCH. GER E UCKER 5TA WA6HING70N Second Floor Plan NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 2 05.03.2019 Permit Revisions 1 04.02.2019 Permit Revisions Drawn by: FSJ Checked by (P.M.): SK Checked by (Q.C.): RT Floor =1'-0. 0 5 10 15 20 25 FT n n n I I I I 1:�, Z PLAN t+'7IES V B MAY 0 6 2019 rr, Project No. 15015A A2.2 ■ n1 I n2 nil n l o) n °) n7 n n9 10 11 12 Roof Plan Notes 13'•7� 22'-0' 8'-W 13'-7114' ITT 1W IT-71/4' IT-7114" IT-7 1/4' 8'A° 14W I 2 I I Ir2 ,' A4.2 I I I I I I I I I I I I I I I I I I I I I I I , MIN. DIST. FROM - "SOUTH WALL B" EAVE OVERHANG TO P.L. ' I ' I PERMANENT ROOF 'ANCHOR W(HORIZONTAL I I I I I I - I I LIFELINE, TYP. I I I I I I I I I �c! 0---- F I I p h 1 Y I I h I 1 4 1 I I I6--iv �I I 1 4 � I h $ P I I r' C U i * I r j I I I i Lj P ' 11-0 irt' 2'-1 114' OTOVOLTAICPANELS,TYP. _ - _ I I--! 1 I\ \\ I i i 11'-2114• i i - --i--I h 1 IF _ _ _ _ 11 _ _ 10114" I I I l i 1 I I 11314', I Y Y Y II I I Y I tl I fl l__�.1_ I_ �4'-6 Y 1 I 4-0" __� _m_ __: ( I Y E� Y (SEE MECHANICAL) w VENT O—O�IIF 97.5 3-14"— Kt _—_—�I 1'F-0i4i __JI __ lJlii A4..1 1 // I' Pj Ii1 3/4• A71 .5 8� ASIM. ACLR. —ri1 --FIYY ---FI!Y ryII `1I1I q i`Y1 I'L I'�II T-71/2 ROOF HATCH .,..L_-.-.._I. ' ..I-�.__I-__.J-.'--1----1— SI _ '' L__..._h__.,I__-_Y_ ➢_-1_....-_, -I--�--TI _�Ir1'.�_M I -'I L,_.-._.9 111 o 1oa I' I 1 I I 4 II9 -61/2 tl — — — m - 6'0 - -. - N - _._9- h_.___I 9_.. z � ti - __I___J..-__I _J-_ - � ._J __1_._ N ._._. J_4-__ I � KITCHEN EXHAUST FAN i_� __ Y. ! z CENTRAL ACCE SS CIA. I , ; — q---I —I I__I --+--h---I— , , (SEEMECHANICAL) _I --I 0 --I , A7. 1131a" Az5 I 0 Y I I 57/8' V_..._II.__.—I-_.._.._I_-__-'k�._--I--I�_,.-..-_.� L�.� T ®--`_�___ / I I I 4 h 4 I Y I rq I t I h 4 I tl V Y I 1 I I 1 ,CRICK q q I E I I q A I ----------- 16'-101/4' / 1 1--1 I 1 1 11 --�-----I--�-- 4 I h 1 114" 1 —� --I I Y U U I J_..- .V VI-- j --(� q i I I I --I-- d-�J--I-- M1 --� --q —q--- I I oLL , � ! I ----I N� —q —p---I A7.5 1 M it R 1 J _9 ' 1 I i —— I I / !— @ T- I >�1' r II ' 4'-0• � s-O'CLR. PER i I I I IT o f I I 11'di' !,. I__., I ! i' 18'-10• E I , * I I, I I Y 4 I V I I Y k S I N I-_I--_II�_J_� I Y 1 1 II Y �.._.__I p 4'-1112". I e to" I 1 I h 1 -1 S Y I1__J__ h___h_ yy tl l 16'-0" I I I CLR. 1� I Ny -i _ PROPOSED PHOTOVOLTAIL FUTURE PANELS, TYP. _ _-Y R I ` STANDINJ. I SEAM METAL ROOFING, TYP. w - o SLOPE a SLOE 114": FOOT 114': F I 13 Of ' A7.5 __i__-R__J _ I� ' li D- — - — - — - — - — - — - - — - -- —_ ---- ------_---- _— —_ --- -- - ----- -- -- - — -- --- _ _-- __— —_-- ----- i I 1 V-91/4 -0 DIST. FROM - 'SOUTH WALL A' EAVE I 26'-n 314° I i I I COATED SHEMIN. - OF BUILDING, i I - I I - I I OVERHANG TOP.L.') - -- I I I I I I CONTINUOUS A43 Sbe i 1101.12I I I 1 2 I 3 I 4 I 5 I 6 7 I 8 9 10 I 11 I 12 I Roof Plan Scale:1/8" =' 0 5 10 15 20 25 FT Z PLAN METER 1. DIMENSIONS: ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE. GRID LINE DIMENSIONS ARE TO CENTERLINE OF FRAMING UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS. 2. HOSE BIBS: - PROVIDE (3) HOSE BIBS @ HIGH (WEST) EDGE OF ROOF. 3. ROOF TIEOFFS: PROVIDE CODE COMPLIANT ROOF TIE -OFFS / FALL PROTECTION. O1101.12.2 Secondary Drainage. Secondary (emer- gency) roof drainage shall be provided by one of the methods specified in Section 1101.12.2.1 or Section 1101 12.2.2. 1101 12.2.1 Roof Scuppers or Open Side. - Secondary roof drainage shall be provided by an open -sided roof or scuppers where the roof perimeter construction extends above the roof in such a manner that water will be entrapped. An open sided roof or scuppers shall be sized to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by Section 1101.12.1. Scupper open- ings shall be act less than 4 inches (102 min) high and have a width equal to the circumference of the roof drain required for the area served, sized in accordance with Table 1101.12. - 110112.2.2 Secondary Root Drain. -Secondary roof drains shall be provided. The secondary ro f drains shall be located not less than 2 inches (51 mm) above the roof surface. The maximum height of the roof drains shall be a height to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by Section 1101.12.1. The secondary roof drains shall connect to a piping system in accordance with Section 1101.12.2.2.1 or Section 110112.2.2.2.. 1101.12.2.2.1 Separate Piping System. The secondary roof drainage system shall be a separate system of piping, independent of the primary roof drainage system. The discharge shall be above grade, in a location observable by the building occupants or maintenance O personnel. Secondary roof drain systems shall B be sized in accordance with Section 1101.12.1 based on the rainfall rate for which: the primary system is sized. - - 1101.12.2 2 2 Combined System. The dmo . . secondary roof drains shall connect to the vertical piping of the primary storm drainage conductor downstream of the last horizontal offset located below the roof. The primary storm drainage system shall connect to the building storm water that connects to an underground public storm sewer. The combined secondary and primary roof drain ii environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 I Waterfront Center New Construction systemsshallbe sized in accordance with 220 RAILROAD AVE. Section 1103.0 based on double the rainfall EDMONDS, WA 98020 rate for the local area. - 6"3 ' REGISTERED ARCWB O GER E UCKER srA wASHINamN Roof Plan NOT FOR CONSTRUCTION Date _ 12.27.2018 1 Buildin Permlt Submittal T METAL DOWNSPOUT BACK TO FACE --- $ -- - -" TYP. OF (4) AT UPPER ROOF GUTTER _ Revisions 04.02.2019 Permit ReWsions SHEET METAL GUTTER, TYP ---- -- yld.d erllow drainage required _ —___— ✓, typ. Reference UPC oquirements. RE B 082019 D FJ MMsrur - Checked by (P.M _ SK — ----- Checked by (_O_C. REVIEWED --_-- ____RT —Proje� No. April 13, 2019 -- 15015A Reviewed by: DBeck A2.3 BECK & ASSOCIATES, PLLC ii ' n2 n3 n4 n5 n6 n7 n8 n9 10 11 12 Roof Plan Notes IS 22'-0' 8'-0' 13'-71/4" 13'-7114" 13'-7114° 13'-7114' 13'-71M" 8'-0" iq'-4• iq'-0^ 1. DIMENSIONS: ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTEOOTHERWISE GRID LINE DIMENSIONS ARE TO. r Aq 1 I I i �� I ' 1 1 A3.1 A4'2 A4.3 I I I CENTERLINE OF FRAMING UNLESS NO OTHERWISE. DO NOT SCALE DRAWING i 2. HOSE BIBS: I I I I I PROVIDE (3) HOSE BIBS Q HIGH (WES' EDGE OF ROOF. I MIN. DIST. FROM I I I I I I , , I , I , I , I 3. ROOF TIE -OFFS: PROVIDE CODE COMPLIANT ROOF TIE -OFFS I FALL PROTECTION. I 'SOUTH WALL B" EAVE OVERHANG TO P.L. 6-9112° I I PERMANENT ROOF ANCHOR W/ HORIZONTAL I LIFELINE, TYP. I I I 4a' I I I ` I I i I I - I I � � I I I, 80" III �I II�a II I I 11'-2114" I I 11 3M". I 2'-11W PHOTOVOLTAIC 7^ PANELS, TYP. I - � m � OF VENT SIM. 4 a 111 it �� —�� 1 -- AT _�I_ � ® I (SEEMLAICAL K 10 w 4 o K 1'-0314 ° 4'-6 314• ROOF HATCH Ii r71n" 10'-10" III I 10 A75 �2 A7.5 ,I I I I ^ I' I II I MA I sIM. I i I 6'-0' I CUR. 1 �,-2�� I � gq• y CENTRAL ACC S 4 KITCHEN EXHAUST FAN I (SEE MECHANICAL) 9 A7. TYR - � 1'-Y PHOTOVOLTAIC- i PANELS, P. o `O 5'-113/4• ®K 15 m I - - ------- - --- �--- - - I�-- m - I F �- y a ' - --— - — - �---- -- ATS, ---- - --- _-�' m } -- -— - — - — - — - — - I - —M1�', — III- cRICKEr, TYP. I --- �/ I - STANDING SEAM METAL ROOFING, TYP. 14 a H� O A7.5 c Bd 3/4" - 6'A' CUR. PERIMETER --I II ®A F I 4'-11n" i - II y CLR,LLILJ I o SLOPE R SLO 1/4': FOOT 1/4°:F --�— E- OT A7.5 III II p------------- ------_--- -_ _ --_-- _--- _- --r--r-----fi=- - I --- I _—�_ -- -- - ---� -- - --------- - - - -t--� --- --�- - I , _ MIN. DIST. FROM "SOUTH WALLA' SAVE I 26A 131,r I COATED SHEET METAL DOWNSPOUT BACK TO FACE OF BUILDING, TYP. OF (4) AT UPPER ROOF GUTTER i I OVERHANG TO P.L. I I I I I I I I I I I I CONTINUOUS EET METAL GUTTER, TYP. SH r I A4.4 I I I I I A4.3 0 REVISED PLANAPPROVED 1 2 3 4 5 6 7 8 9 10 11 12 CITY OF EDMONDS BUILDING DIVISION PLANS EXAMINER DATE ��7-P A3.1 Roof Plan Scale: 1l8" = 1'-0" 0 5 10 15 20 25 FT .` Z PLAN ED 3. _rn environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED skRCHI GER E UCKER SYA WASRIN6Y IN Roof Plan Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions 4 01.31.2020 PermR Update Drawn by: FSJ Checked by (P.M.): SK Checked by (Q.C.): RT Project N0. 15015A GNG A2.3 FEB 0 5 `r'iu0 OM BUILDING DEPARTMENT 1111110 CRYOFEDMONDS Reflected Ce Scale: .1/8° = V-0" First Floor 0 5 10 15 20 25 FT J� 4 Z PLAN RCP General Notes 1. LIGHTING FIXTURES: LIGHTING FIXTURES ARE SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS. 2. MECHANICAL: MECHANICAL EQUIPMENT AND GRILLES ARE SHOWN FOR REFERENCE ONLY. SEE MECHANICAL DRAWINGS. RCP Legend EXPOSED ROOF ® STRUCTURE (WOOD CAR DECKING PER STRUCT.) FLOOR EXPOSFRAMING FRAMING (PER STRUCT.) (PE GWB SECOND LOOK ACOUSTIC CEILING TILE 2X2 WASHABLE CEILING TILE ®STEEL+WOOD CANOPY ROOF CANOPY ®TRANSLUCENT ROOF FIBER CEMENT SOFFIT ACOUSTIC PANELS MECH EQUIPMENT ®EXPOSED AND DUCTS FC1 -ASSEMBLYTYPE - HEIGHT OF CEILING ABOVE 10?-V AFF FINISH FLOOR © ACCESS PANEL (SIZE AS REQ'D) Liahtina Leaend REFER TO LIGHTING DRAWINGS FOR FIXTURE TYPES o RECESSED DOWNLIGHT, . FIXT. TYPE PER LIGHTING DWGS RECESSED LED STRIP, FIXT. TYPE PER LIGHTING DWGS CEILING-MTD FIXTURE onSUSPENDED LIGHT FIXTURE a WALL-MTD LIGHT FIXTURE i] LAY -IN LIGHT FIXTURE lei EXIT SIGNAGE Equipment Leaend REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION RETURN AIR GRILLE ® SUPPLYAIRGRILLE ® WALL-MTD HEAT PUMP (INDOOR UNIT) CEILING-MTD HEAT PUMP. (INDOOR UNIT) EF EXHAUST FAN I\ REgUj3 APR 0 8 2019 III environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED �R'N. - GER E UCKER SPA wASNINOTON RCP 1st Floor NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions Z 04.02.2019 Permit Revisions Drawn by: AKD _ Checked by (P.M.): SK _ Checked by (Q.CJ: RT Project No. 15015A A2.4 /A� 1 Reflected Ceiling Plan, Second Floor 0 5 10 15 20 25 FT A2.5 Scaler 118" = T-0" - Z PLAN RCP General Notes 1. LIGHTING FIXTURES: LIGHTING FIXTURES ARE SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS. 2. MECHANICAL: MECHANICAL EQUIPMENTAND GRILLES ARE SHOWN FOR REFERENCE ONLY. SEE MECHANICAL DRAWINGS. RCP Leaend EXPOSED ROOF ® STRUCTURE (WOOD CAR DECKING PER STRUCT.) FLOOR ®EXPOSED FRAMING (PER STRUCT.) PE GWB 2z4 SECOND LOOK ACOUSTIC CEILING TILE 2z2 WASHABLE CEILING TILE ®STEEL +WOOD CANOPY ROOF TRANSLUCENT CANOPY ROOF FIBER CEMENT SOFFIT ACOUSTIC PANELS EXPOSED MECH EQUIPMENT ®- AND DUCTS FCi -ASSEMBLY TYPE -. HEIGHT OF CEILING ABOVE 10'4r AFF FINISH FLOOR ACCESS PANEL (SIZE AS READ) Liahtina Leaend REFER TO LIGHTING DRAWINGS FOR FIXTURE TYPES o RECESSED DOWNLIGHT, FIXT. TYPE PER LIGHTING DWGS ' ^ RECESSED LED STRIP, FIXT. TYPE PER LIGHTING DWGS CEILING-MTD FIXTURE OO° SUSPENDED LIGHT FIXTURE b - WALL-MTD LIGHT FIXTURE ❑° - LAY -IN LIGHT FD(TURE EXIT SIGNAGE Eauioment Leaend REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION RETURN AIR GRILLE ® SUPPLY AIR GRILLE ® WALL-MTD HEAT PUMP (INDOORUNIT) CEILING-MTD HEAT PUMP (INDOOR UNIT) EF EXHAUST FAN environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED AflCHI GF.R E UCKER SYA WASNIN670N RCP 2nd Floor NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions Drawn by: AKD Checked by (P.M.): SK Checked by (O.C.): RT Project No. 15015A RESU APR 0 8 2019 A2.5 0000 PHOTOVOLTA I GI GLUL ALUMINI STEEL CANOPY, I CARDECKI SKYLIGHT,.. — — STANDING S METAL ROOF, TYP. —:— GLULAM BEAM, TYP CONT. HEAD FLASHING, TYP. @ GANGED WINDOWS VERTICAL PANEL JOINTS SEALED PER MANUF REQT'S.. _ _ _ — DOWNSPOUT WALL MTD LIGHT FIXTURE, TYP FENCE WITH GAT SIGN FOR FIRE RISER ROOM BEY-l' - PER FIRE MARSHAL 1 2 8Si CIBVaI'oil 1 `2 T T 2 A4.1 SOFFIT UPLIGHTING, TY PHOTOVOLTAIC SY: ROOF HATC ' ' :SOLAR PANELS, KNOX BOX--- — 7.1 1/8'. = T-9. DONINNINNIEN lob lol I F—ffil 7.1 7.1 DOWNSPi STEEL CANOPY, MEMBRANE ROOF, CARDECKING @ UNDERSIDE 7 TFKITCHEN EXHAUS —(SEE MECHANICAL) 9 ) (10 \NEL MAX. ELEV. 4r-0 Y IGHTtIMIT ELEV —. E,a• T.O. ROOF ELEV. 43-61/ ND FLOOR ELEV. 30'-T H CANOPY ELEV� 29'-2• IST FLOOR ELEVV 15'a° A_NE ELEVATION 14.18' BASELINE ELEV. MA FLOOD ELEV. 12'a� 11 12 SOLAR PANEL MAX. EL. ��--------ar-0 BUILDING HEIGHT LIMIT EL 5 ✓ -_ 7.4 — —.— —.— 44'-0•EV i --- -TO ROOFELEV _�-------. ——.—.—.--- 43'ELEV. HEIGHT ELEV ' 40'-3 318" 4 — _ WALL SIGN HEIGHT ELEV E EAST CANOPY ELEV. -.—.—.—.—.—._.26'-W �KWD SB i `-- M1 c .— —.— - 2 I I 7.1 DOWNSPOUT - KNC BOX LOUVER, TYP. STEEL CANOPY, MEMBRANE ROOF MECHANICAL 7 CARDECKING@ UNDERBID -I f FIRST FLOOR ELEV. IBC GRADE PLANE ELEVATION NSPOUT BUILDING HEIGHT BASELINE ELEV. 14-10 .� BASE FEMA FLOOD ELEV Ira• GENERALNOTES 1. VERTICAL DATUM: NAVD88 HORIZONTAL DATUM: NAVD83/91 TO CONVERT MLLW FROM NAVD88 ADD 2.29 FT. LEGEND: SIDING TYPE Al: CERACLAD CEMENTITIOUS PANELS TYPE: 'ZEN' (VERTICAL INSTALL) COLOR:CHARCOAL FMSIDING TYPE A2: CERACLAD CEMENTITIOUS PANELS TYPE:'ZEN' (VERTICAL INSTALL) COLOR: DESERT SAND ®SIDING TYPE B: CORONADO MANUFACTURED STONE VENEER TYPE: 6" SPLIT LIMESTONE COLOR: WALNUT SIDING TYPE C: CERECLAD CEMENTITIOUS PANELS TYPE: SMOOTH COLOR: COCOA SIDING TYPE D: HARDIEPANEL VERTICAL SIDING TYPE: SMOOTH COLOR: TO BE APPROVED BY OWNER m environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 - Phone: 206.329.6300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 - a East & West Elevations NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal . Revisions 2 05.03.2019 Permit Revisions 1. - 04.02.2019 Permit Revisions Drawn bV: FSJ Checked by (P.M.): SK Checked by (Q.C.): RT (S B Prolect No. 15015A MA 6 2019 A3.1 PHOTOVOLTAIC SYSTEN PANEI INSULATE[ SANDWICF GLULAM BEA GLULAM COLU& ALUMINUM CURTAI STEEL CANOPY, MEMBRANE CARDECKING @ UNDI JCale: NtT' = 1-u- 1 T 345A4AT TT T SOFFIT UPUGHTING, ' I I PHOTOVOLTAIC SYSTEM I ROOF VENT, TYP. SKYLIGHT, TYP. ' ROOF HATCH—' �--Iii SOLARPANELS, TYP. (SEE MECHANICAL)------ --- -------—._..__._._._. I .. _------------- GLULAM BEAM, TYP lot CONT. HEAD FLASHING, VERTICAL . . MANUR . JOINTSQ ICI®®®i��l�''IL�L��l�'�I�ul II (III SEALED gg ■II♦��II ��®� ll I� WALL MTD LIGHT FIXTURE, TYP PER FIRE MARSHA "M -ik. , &TWO 0 12 STEEL CANOPY, MEMBRANE ROOF, CARDECKING Q UNDERSIDE East Elevation Scale: 1/8" =1'-0" M1 I'M 118 TF 7 9 10 11 12 i KITCHEN EXHAUS I I SEE MECHANICAL) I I I :I.EVATOR PENTHOUSE I I � � 1 GLULAM BEAM i 4.3\; 7.4 \%Era I ��tltltltltltl� � ®®v��m 10101 I BE 11' IE..�tl� �� • � I III dll��1. 100 KNOX BOX LOUVER,STEEL CANOPY, MEMBRANE ROOF, (SEE MECHANICAL CARDECKING @UNDERSIDE II 5 ZING HEIGHT LIMIT ELEV. T_0. R00_F ELEV. .---- 43'46112"'tj GENERAL NOTES i. VERTICAL DATUM: NAVD88 HORIZONTAL DATUM: NAVD83191 TO CONVERT MLLW FROM NAVD88 ADD 229 FT. LEGEND: -: SIDING TYPE AAll:CERACLAD CEMENTITIOUS PANELS TYPE: 'ZEN' (VERTICAL INSTALL) COLOR: CHARCOAL SIDING TYPE A2: CERACLAD CEMENTITIOUS PANELS TYPE:'ZEN'(VERTICAL INSTALL) COLOR DESERT SAND SIDING TYPE B: CORONADO MANUFACTURED - STONE VENEER I - TYPE: 6" SPLIT LIMESTONE COLOR WALNUT SIDING TYPE C: CERECLAD CEMENTITIOUS PANELS TYPE: SMOOTH COLOR: COCOA SIDING TYPE D: HARDIEPANEL VERTICAL SIDING TYPE: SMOOTH COLOR: TO BE APPROVED BY OWNER BUILDINGDEPARTMENT C � `4 � STEEL CANOPY, MEMBRANE ROOF, CARDECKING Q UNDERSIDE East Elevation Scale: 1/8" =1'-0" M1 I'M 118 TF 7 9 10 11 12 i KITCHEN EXHAUS I I SEE MECHANICAL) I I I :I.EVATOR PENTHOUSE I I � � 1 GLULAM BEAM i 4.3\; 7.4 \%Era I ��tltltltltltl� � ®®v��m 10101 I BE 11' IE..�tl� �� • � I III dll��1. 100 KNOX BOX LOUVER,STEEL CANOPY, MEMBRANE ROOF, (SEE MECHANICAL CARDECKING @UNDERSIDE II 5 ZING HEIGHT LIMIT ELEV. T_0. R00_F ELEV. .---- 43'46112"'tj GENERAL NOTES i. VERTICAL DATUM: NAVD88 HORIZONTAL DATUM: NAVD83191 TO CONVERT MLLW FROM NAVD88 ADD 229 FT. LEGEND: -: SIDING TYPE AAll:CERACLAD CEMENTITIOUS PANELS TYPE: 'ZEN' (VERTICAL INSTALL) COLOR: CHARCOAL SIDING TYPE A2: CERACLAD CEMENTITIOUS PANELS TYPE:'ZEN'(VERTICAL INSTALL) COLOR DESERT SAND SIDING TYPE B: CORONADO MANUFACTURED - STONE VENEER I - TYPE: 6" SPLIT LIMESTONE COLOR WALNUT SIDING TYPE C: CERECLAD CEMENTITIOUS PANELS TYPE: SMOOTH COLOR: COCOA SIDING TYPE D: HARDIEPANEL VERTICAL SIDING TYPE: SMOOTH COLOR: TO BE APPROVED BY OWNER BUILDINGDEPARTMENT C � `4 � ii - SECOND FLOOR ELEV. --- — — -- --3�$� environmental \ _ _ sount cANOPv eLEv. ' —�._� Community Design Canter n 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 FIRST FLOOR ELEV. \ �IBC GRADE PLANE ELEVATION \ �- — —�— — — ----- --� Edmonds Waterfront BUILDING HEIGHT BASELINE ELEV. Center CENT — BASE FEMA FLOOD ELEV. — FOR 1T.'$' New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERS® AROHI - GER 6 UCKER s stA wasHtNaTeN ILD_ING HEIGHT LIMIT ELEV. .4a'-0� East_& West Elevations T.O. R00_F ELEV. BUILDING FACE HEIGHT ELEV. WALL SIGN HEIGHT ELEV. EAST CANOPY ELEV. ---- Date 26-V 12.27.2018 � H Building Permit Submittal 4 Revisions - 2 05.032019 Permit Revisions — FIRST FLOOR ELEV. ----�-----�----15'dl 4 01.312020 Permit Update 5 04.14.2020 Permit RevLsion IBC GRADE PLANE ELEVATION ' Y BUILDING HEIGHT BASELINE ELEV} 14'-0" Y BASE FEMA FLOOD ELEV. Drawn by: 1r-0� FSJ Checked by (P.M.): SK Checked by (Q.CJ: RT REMPON _ Project No - 15015A APR 16 2020 PHOTOVOLTAIC SYSTEM i —.—_—_SOLAR PANELS_TYP.� _.—.—.—._.—.—.c.—.— - I.— -- GLULAM BEAM 1 VERTICAL PANEL JOINTS SEALED PER MANUR REOT'S- ------------------------ STEEL CANOPY, MEMBRANE ROOF, CARDECKING @ UNDERSIDE ----------------------- A � -.—.—.—.—.—.—.—.—.—.—.—.—. .—.—.—. .—.—.—.—.—.—. jj North Elevation PERM H( TRAI C KITCHEN EXHAUST FAN (SEE MECHANICAL} , A4.1 SOFFIT UPLIGH nNG, TYPB PERMANENT ROOF ANCHOR W/ SKYLIGHT, TYP. HORIZONTAL LIFELINE, TYP.- ALUMINUM CURTAIN WALL STANDING SEAM ROOF VENT METAL ROOF, TYP.- (SEE MECHANICAL. - 3 GLULAMBEAM- 7. ------.—.---- - --.—.— — — — — — — — '8 INSULATED METAL SANDWICH PANELS- M SIM, OP I ..-----------.-------- -------- �. .—.—.—.—.—.—.—. .—. .—.—.—._ 7.1 7.1 7 STEEL CANOPY, MEMBRANE ROOF, CARDECKING @ UNDERSIDE 1 nA nB nc A4.1 i�------ i i� --- ii SOLAR PANEL MAX. ELE ---L BUILDING HEIGHT UMITELEV. . _.44'-O T.O.ROOF ELEV. .—.—.—.-- 43'-61@ 4 LULAM COLUMN —.......— SECOND FLOOR ELEV. -----. ---30'-6 TRANSLUCENT `4 PY ROOF ---.--- -----. NORTH CANOPY ELEV. _ FIRST FLOOR ELE — — _ _ _ \ �• IBC GRADE PLANE ELEVATION \ - 14.18' \ \ BUILDINGHEIGHTBASELINEELEV. - \ BASE FEMA FL000 ELE. t PHOTOVOLTAIC SYSTEM - SOLAR PANELS, TYP. STANDING SEAM I - - - . I I _ _ 47' 0" I - i SOLAR PANEL MAX. IDLEV " METAL ROOF, TYP. -.r.. WENT ROOF ANCHOR W 4-1 ROOF HATC —.--- 7..—.—.—.—.—.—.—.—.—.—.—.—.-----.—.——.—.y.—.—. 3 SKYLIGHT, TYP., — — —.— — —.--- .�.—. 7 _ I 14 ' ---.—.-.—. 7 I !� _. 44W- _ _ BUILDINGHEIGHT LIMIT ELE. RIZONTAL LIFELINE TYP _ �ii I --- ----- . — — — — — ------- — — — ---------- .—L—.—.—. .---- ---- — — —.— — -- —.—. --. —.— ti—.—� — __43'-8_il- — -. *T.O. GLULAM B ROOF ELE GLULAM COWM PRIVACY SCREE SLUCENTCANOPYROOF I ffH�R j - LULAM BEAM n ? '.4( $ 1 I r-, I I ------------- — I --- ---- - SECODFOOR LE � - LOUVER, TYP. (SEE MECHANICAL I - . 2 . '4 136 137 FENCE WITH GATE, TYP. 135 134 7 7, 133 j 129A \ � � - t - —.--FIRST 124 _—--------- -- — — .—. _._,—.—.—.—.--.—_ .--.— —.—._ —_- --- ------ —_---. —.—. — .-- — --. — --. FLOOR ELE,Y ---_ I _ -----.-----.-----.-------------- 2 71 ------- - -- __r _ -- - .I 2 - 71 WALL MTD EXTERIOR _ _ _ _ _ 2 IRE RISER ROOM SIGN 7.1 PER FIRE MARSHAL STEEL CANOPY, MEMBRANE ROOF, - I-_-_ \, \• IBCGRADE_PIANE ELEATION �- \- 14.18' •\ BUILDING HEIGHT BASELINE FIE I \�\- .BASE FEMA FLOOD ELE. GENERAL NOTES 1. VERTICAL DATUM: NAVD88 HORIZONTAL DATUM: NAVD83191 TO CONVERT MLLW FROM NAVD88 ADD 2.29 FT. LEGEND: FMSIDING TYPE At: CERACLAD CEMENTITIOUS PANELS TYPE:'ZEN'. (VERTICAL INSTALL) COLOR:CHARCOAL FMSIDING TYPE A2:- CERACLAD CEMENTITIOUS PANELS TYPE:'ZEN'.(VERTICAL INSTALL) COLOR: DESERT SAND ®SIDING TYPE B: CORONADO MANUFACTURED STONEVENEER TYPE: 6" SPLIT LIMESTONE COLOR: WALNUT SIDING TYPE C: CERECLAD CEMENTITIOUS PANELS TYPE: SMOOTH COLOR: COCOA SIDING TYPE D: HARDIEPANEL VERTICAL SIDING TYPE: SMOOTH COLOR: TO BE APPROVED BY OWNER —to environmental WORKS Community Design Center 40215th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED Aft.".GER E UCKER 6TA WA6HINOYOPo North & South Elevations NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 2 05.03.2019 Permit Revisions 1 04.02.2019 Penlit Revisions Drawn by: FSJ Checked by (P.M.): n SK 1 Checked by (Q.C.): RT Project No South Elevation LIGHTING, TY CARDECKING@UNDERSID ---------- - IZ-0• 15015A 3.2 Scale: 118" =1'-0" MA 6 2019 A3.2 :: 1 D C B A4.1 A ROOF ANCHOR W/ GUTTER AND DOWNSPOUT SESOFFIT UPLIGHTING, TYP PERMANENT CURED � I TO PLYWOOD SHEATHING :CURED I SKYLIGHT, TYP. HORIZONTAL LIFELINE, TYP. STRAPS LET IN TO STONE VENEER i ELEVATOR PENTHOUS MORTAR JOIN ALUMINUM CURTAIN WALL STANDING SEAM 5 i METAL ROOF, TYP. PHOTOVOLTAIC SYSTEM KITCHEN EXHAUST FAN ROOF VENT SOLAR PANELS, TYP. (SEE MECHANICAL (SEE MECHANICAL 3 GLULAM BEAM BUILDING HEIGHT LIMIT ELL V.6 -. I INSULATED METAL ------------------ -- ----- --- - _--" ----� -- - - - SANDWICH PANEL- -- ----" �/ T.O. R00_F 0.EV. .-.-.-.-.-.-.-.------- - - - -.-.-. - --.-.-.-._ - - - - - - - - - -.-.---------.-.43'LEA2 I GLULAM BEAM VERTICAL PANEL JOINTS 1 59 ® LULAM COLUMN SEALED PER MANUR REQT'S. t --- - -.- - SECOND FLOORSTEEL CANOPY, MEMBRANE ROOF,-.-.-.-.-.- fi"-.-.-.-.30'CARDECKING @ UNDERSIDE TS3 4 PY ROOF NORTH CANOPY ELEV. 8.-. .-.-. .-.-.- -.- .N -.-.-. .-. IM, 9 1oa ---------__- _----------------- _-___ ____ _ _ _ _--_--_- .-.-._ FIRST FLOOR ELEV ..-.-.-.-.-.-.-.-.-.-.-. .-.-.-. --.-.-.-.-.-.- .-_-.-.-.-.-.- .�, \ \- IBC GRADE PLANE ELEVATION {- �.-.-.-.... "---"-. -.}.-.-.-.-.-.-.-. -. 2.-.-.-.-.-.-.-. DOWNSPOUT 3 2 10" "-" -. DOWNSPOUT .-.-.I .-.-. ,\,\. \,\ - 14.1B0 BUILDING HEIGHT BASELINE ELEV. 7.1 I 7. I 7.1 7.1 \.\--------'-------"14'-0 STEELaA ;O , MEMBRANE ROOF, CARDECKING @ UNDERBID I BASE FEMA FLOOD ELEV. z North Elevation on Scale:1/8" = t'-0" nA nB nc nD FERN H, E TRA PHOTOVOLTAIC SYSTEM T SOLAR PANELS, TYP. I STANDING SEAM CONDUCTOR HEAD AND METAL ROOF, TYP. 4-1 DOWNSPOUT ROOF HATC 8 SKYLIGHT, TYP. 14 44'-0� \NENT ROOF ANCHOR W/ 7 7 7.4 BUILDINGGHT LIMfTELEV. HEI RIZONTAL LIFELINE, TYP. ---.-.-. ------- -.-.- .-.-.-GWLAM - ------------- --- - - --- -- .-�.-.-.-. .- ----- ------------- /ii .-.-.� 4111/2" BEA i GLULAM COLUMN y 7 (TERIOR GREEN SCREEN SLUCENT CANOPY ROOF a �„ g; r,13 :.;�4 . r 8 LULAM BEAM - - - - - - - - - - - - - --------------- - - - - - - - �.-- -- - - - ---- - - 7 SECOND FLOOR ELEV. CONDUCTOR HEAD AND )OWNSPOUT PER 13/A7. '1 LOUVER, TYP. 1 (SEE MECHANICAL 1 2 iq FENCE WITH GATE, / \ - i36- � 134 7. 133 i \ 129A / � 124 137 .. - - - - _ _ ,4 - --........ .-.—. - ._ - - _.- ._.- ----_ -_: _.- - _: - -- — -_ -. —.—. — —:- :_:—. _. -.-. .-.-.FIRST FLOOR ELEV. ..-.-.-.-"---.-. w 'r _UARORAIL FENCEBEYOND -CONCRETE - - - - - - - -. _ _______________ - --.-.-.-.- - - - -2 - __ - -.-.- - -\ i_- _ -\ IBC GRADE PLANE ELEVATION 2 STAIR BEYOND �� 2 FIRE RISER ROOM SIGN --.-.-.-.-.-.-.-.-.� \ 14.18' Y 7, SEE CIVIL) 7.1 7.1 I\ PER FIRE MARSHAL \ BUILDING HEIGHT BASELINE 0.EV. XTERIOR STAIR LIGHT, TYP WALL MTD EXTERIOR LIGHTING TY i STEEL CANOPY, MEMBRANE ROOF, \.� 14'- - - BASE FEMA FLOOD 0.EV. GENERAL NOTES 1. VERTICAL DATUM: NAVD88 HORIZONTAL DATUM: NAVD83/91 TO CONVERT MLLW FROM NAVD88 ADD 2.29 FT. LEGEND: FMCERACLAD CEMENTITIOUS PANELS TYPE: 'ZEN' (VERTICAL INSTALL) COLOR:CHARCOAL FMSIDING TYPE A2: CERACLAD CEMENTITIOUS PANELS TYPE:'ZEN' (VERTICAL INSTALL) COLOR:DESERT SAND SIDING TYPE B: CORONADO MANUFACTURED STONE VENEER TYPE: V SPLIT LIMESTONE COLOR: WALNUT SIDING TYPE C: CERECLAD CEMENTITIOUS PANELS TYPE: SMOOTH COLOR: COCOA SIDING TYPE D: HARDIEPAN0. VERTICAL SIDING TYPE: SMOOTH COLOR: TO BE APPROVED BY OWNER ii environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 ^ fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 N6443EGISTERED ARCHE UWASNINGTOPo North & South Elevations 5 Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions 2 05.032019 Permit RevIslons 4 01.31.2020 Permit Update 5 04.14.2020 Permit Revision Drawn by: FSJ Checked by (P.M.): SK Checked by (Q.C.): RT South Elevation CARDECKINGQUNDERSID--------pro Proiect No. 15015A Scale:1/8"=1'-0"f G.Q, cREVtISIOM A3.2 APR 16 2020 ■■ BUILDING DEPARTMENT ■ ■ CTfYOFEDMOND8 C_HIMNEYISOLAR PANEL MAR. ELEV. BUILDING HEIGHT LIMIT ELEV. — — — — — — — - - C s'-p„ — — — — — — ...............................------------------------------ FLOOR ELEV. $S_EC_OND ,5,CMD ---RELEV. ------------------------------------- FIR_ ST FLOOR ELEV. --———.— Y p"(15'K06VEOHW)............................................................. 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EDMONDS, WA 98020 6443 flEGISTERED ARCH. GER E UCKER SYA WABNINGIMN Building Sections NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.022019 Permit Revisions Drawn bv: FSJ Checked by (P.M.): SK Checked by (Q.C.): RT Protect No. RE$j u15015A APR 0 8 2019 A4.1 T ;$,C_HIMNEY/SOLAR PANEL MAX ELEV. �%�BUILDING HEIGHT LIMIT ELEV. SOND FLOOR F1EV. 5'-6' EC.-.—.—.—._.— '4 4 .��FIRST FLOOR ELEV. _ Y 0• (75' ABOVE OHW) _ III IIII BUILDING HEIGHT BASELINE ELEV. IIII- it =IIII �`• 1u -1'-0'(14'ABOVE OHM III_iil— IIII IIII= IIII IIII�I_II BASEFEMA FLOODELEV. - I—IIII-iIIII- 3'-0"(17 ABOVE OHW) I Lateral Section Looking South scale: va" = r-U" � tA1.�Z1'J��Q��A7A!i:J�! l�:�Kt4'A?AI V4:iN4L �1i� MEWS T 120 B A SUSPENDED ACOUSTIC PANELS WILIGHTS -------------- — -- —------------------ — L — -� — -- — ——.—.---.---.......... - CR1/A5.3 AIR BARRIER I CR1IA5.3 CRllA5.3 - -- — ---- ----' ---' ---' _ ------ -- -- -- -- _ --.I,. —_ --_ -- I I I STORAGE MULTI -PURPOSE 3 210 211 � I 4.3 I I I I I I BANQUET ROOM I y I. I I !! V I ail alII�IAIg�II sG,lA53 A� WiI �Ill�lul- III I Ill III ——-- - - I ---- III—IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII �ma IIII II IIII IIII III �:. IIIII IIII— IIII=IIII—IIII IIII—IIII=IIII IIII—IIII IIII—IIII.-IIIII�IIIIII 1111�IIII�IIII—IIII=IIII=III=IIII=IIII=IIII " ' =mI=IIII=IIII-flu=' =IIII=IIII IIII=IIII—IIII IIII—III IIII—IIII—IIII—II �; PARTITION DOOR III IIII IIII=III=IIII=111�=1�II SHOWN IN POCKET - �� i fi_I�—IIII _uy ..IIII-11 •' IIII IIII I=IIII IIII= ",I IIII IIII IIII l—, i —ru environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCHI GER E UCKER STA WABNINGYGN Building Sections NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions Drawn bv: FSJ Checked by (P.M.): SK Checked by (Q.C.): RT Project No. RESUB 15015A APR 0 8 2019 A4.2 ■■ ■■ T.O. BEAM 39'-t1/2' NICE ROOF DOWN THERE C.L. WINDOW MULLION ------------ B.O. LOWER FRAME Hrvn, a.v. i rwrvwm rrwme ._.—._.—.—.—._.—. _. _._._._2-0- FIRST FLOOR T.O. SLAB .III IIIIIT East Wall Section at Entry Vestibule 101 Scale: 1 /2" = 1 �_0„ ------------- _. B.C.WINDOW FRAME _.— _._.—.—. 32_0 no SECOND FL. T.O. GYPCRETE . 30'8" _ - T.O. WINDOW FRAMECEILING ---.--.—.—.—.--._-2T-10° I — _ ________ __ - THETIDEIS- HIGH TODAY I STONE VENEE ' 1 A8.5 GRADE BEAM PER STRUCT NEW FACING PER 4 a3 LANDSCAPE ARCH, NIC `' 3�gyx FLASHING AT SLAB/GRADE BEAM COLD JOINT - EXISTING BULKHEAD a PRECAST CONCRETE _ _ ,y.'t PILES PER STRUCT „ _ FIRST .. a•• _IIII-11 ,',1!ll..._•ie, � _ —_ 1= —IIII—IIII A7, —IIII, I11=IIII—IIII ''ll—IIII=IIII=IIII—IIII—IIII=IIII—IIII �IIII�IIII I�IIII IIII—IIII= IIII—IIII—IIII—IIII=IIII IIII=IIII—IIII—IIII=NNN IIII=IIII=�iil II—IIII—IIII=IIII IIII= II—IIII IIII=IIII—IIII=IIII=IIII—IIII=IIII—IIII=IIII II - II—IIII �1111=IIII-II IIII—IIII—IIII IIII—IIII IIII=IIII=IIII=IIII=IIII=IIII—IIII=IIII IIII=IIII=111 =1U1 =IIII=IIII—IIII—IIII=IIII=IIII-IIII—IIII—IIII=IIII k1111 IIII—IIII=IIII=IIII IL=1m=IIII—IIII IIII=IIII=IIII=IIII=IIII=IIII—IIII=IIII=IIII=IIII=IIII=IIII IIII—'llI=IIII=IIII�IIII—IIII—IIII= - r II=IIII—IIII—IIII=IIII—IIII=IIII=IIII=IIII—IIII IIII= '' 'III—IIII 1,111=IIII=IIII= IIII =1111=111M IIII=IIII=IIII—IIII—IIII=IIII=IIII-1' ll-III IIII-Iiu_ ;'.: II—IIII=IIII=IIII IIII—IIII=IIII—IIII=IIII=II�1= I' �.: ; IIII—IIII—IIII—IIII—IIII—IIII—IIII ILII- '•' II IIII—IIII—IIII IIII—IIII=IIII— IIII—IIII—IIII IIII—IIII—IIII= ..3114- ;< 1=IIII=IIII �i IIII—IIII—IIII= COLUMN/ 1 1 West Wall Section at Banquet Room 109/110 A4.3 Scale: 1/2 = 1 -0 '.O. SLAB 15'-0" C. GRADE t13'-6" —rim environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 Phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED LtRCHI GER E UCKER SrA WASHINGTON Wall Sections Date 12.27.2018 Building Pennit Submittal Revisions Drawn by: FSJ Checked by (P.M " SK Il ES U B Checked by (Q C ): APR 0 8 2019 RT Project No. 15015A A4.3 FIFTH FLOOR THIRD FLOOR — — — — — GAMEROOM 8 AT.2 III Eli�I�1N1�1�1�1�f� � �1 �I�1�1�1�1�f 1 1•T��1�1�� 1�1�1�T�� 1�1�r�1�1 - - 1 — B.O. CEILING SECOND FLOOR WHERE OCCURS SET FENCE + OPEN TO t21'-10" ------ - ---- - - - POST IN CMU GROUTED BEYOND - CAVITY EXISTING SENIOR CENTER A L TO B REMOVED „ m� L NEIGHBORING EBB TIDE SLOPED PRECAST CONCRETE CAP, BUILDING (WHERE OCCURS, 1 1' - MECHANICALLY FASTENED TO CURB, VESTIBULE NO BUILDING AT SIM), CMU HOLD OFF OF NEIGHBORING EBB TIDE r 2 CONSTRUCTION, DRAWN BUILDING BY 1@", FILL GAP WITH PER DRAWINGS BY = BACKER ROD AND CAULK IF THE E88 syq HUMAN FDIC CHARLES MORGAN' _ TIDE CONSENTS. ` ASSOCIATES, DATED - 09121/1964 STOP CMU AT APPROXIMATELY B'ABOVE 1 �'„ GRADE BEAM PER NEW PAVING - xi STRUCTURAL NEW SOLID GROUTED AND REINFORCED x` _ FILL PER CONTRACTOR CMU WALL PER STRUCT TO REPLACE EXISTING SENIOR CENTER CMU WALL, SLAB PER CIVIL VERIFY FOOTING/FOUNDATION CONFIGURATION IN FIELD" SLAB PER STRUCTURAL + i FIRST FLOORT.O.C. VARIE — —HEW SLAB &CONNECTION — I — — = IIII • IIII IIII IIII IIII— I • • I I , I III• I III = a . 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WINDOW FRAME environmental ro WORKS .—,—.—,—.SECOND FL. T.O. GYPCRETE 30'-67�v Community Design Center - 402 15th Avenue East T.O. WINDOW FRAME Seattle, Washington 98112 — — -—'---...—.------28,--�Q„ Phone: 206.329.8300 - - fax: 206.329.5494 ' -- --- C.L. MULLION -`2r-0"S ---- — — — — -- dmonds Waterfront -- - Center B.O. CEILING 26'-41/2" New Construction VIF w/ MECH EQUI - 220 RAILROAD AVE. EDMONDS, WA 98020 ' B.O. WINDOW FRAMES 4" 3'-8" 6"3 REGISTERED ARCHI LOVE THAT MORNING SUN GER E UCKER _ STA WASNING70N Wall Sections _ FIRST FLOOR T.O. SLAB 77 — — 15-0� I—IIII=IIII=IIII=III Date `III=IIII=IIII=IIII=IIII 12.27.2018 II—IIII—IIII—IIII—IIII— .:.. �' IIII= — —_— _ _ _ I —_ IIII—IIII—IIII—I Building PermitSubmittal IIII=IIII=IIII=IIII=IIII III=IIII=IIII=IIII=IIII II IIII—IIII—IIII—IIII _ I I —I — — III IIII IIII—IIII—III IIII=IIII=IIII=IIII=IIII �I�i, IIII=IIII=IIII=IIII=IIII Revisions , D4.6220,9Pannll Revisions — I I Drawn by: FSJ Checked by (P.M.): RESUB SK _ Checked by (D.C.): APR 0 8 2019 RT 6%W ff �aAMW Project No. ��mm�MOO�N�� 15015i4 1 East Wall Section at Thrift Store 123 A4.4 Scale: 1/2"=T-0" A4■4 J� Enlarged Plan - Entry Vestibule 108ZPLAN A4.5 J Scale: 1/2" = 1'-0" A4. C� environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront rfront 14 - ^10 - Center A8.8 - 1'-a New Construction 1 ll 6 220 RAILROAD AVE. _- AUEDMONDS, WA 98020 - —PLATE — — —— -- -- —' 24'-9112� 6443 RC STERED !ftAN6R1 _ PLATE —.— —.—.—.—.—.--. 2T-31/2"� GERE UCKER - - 9rA WABHINGT4N Wall Sections -Ar:� �u � t . Data FIT 12.27.2018 FIRST FLOOR T.O.Building Permit Submittal �_�•. - Revisions `. 04.02.2019 Permit Revisions IIII=IIII III ;e,.;;'•-.' `,. 4 v : `: IIII IIII=IIII—IIII=IIII IIII=IIII=IIII —IIII—IIII r�r4 IIII IIII— IIII=IIII—IIII IIII—IIII IIII=IIII—III" '...., •..:�' ° .'°.•. •� � � .' � • " ._ _ _ _ �a .IIII IIII=IIII—IIII=IIII—IIII=IIII=IIII —IIII=IIII IIIII—IIII—IIII—IIII—IIII—IIII—IIII IIII=IIII IIII IIII—IIII II��=I��I—IIII—jIIII III I=IIII—IIII—IIII=IIII—IIII=IIII=IIII IIII=IIII—III ` � �� III=IIII=IIII=IIII—IIII=IIII—IIII=IIII=IIII=IIII=IIII:=IIII=IIII�� IIII=II-IIII=IIII=IIII=111f=IIII=IIII=IIII=IIII —�I11 IIII= IIII—IIII—IIII—IIII=IIII—IIII—IIII—IIII IIII=IIII=IIII=IIII=IIII=1IfI=IIII—IIII _ IIII=IIII—IIII=IIII=IIII=IIII=IIII "' =IIII IIII—IIII=IIII=IIII—IIII-IIII=IIII=IIII=IIII . IIII=IIII=11" —IIII—IIII' II—IIII=IIII—IIII—IIII=1Ti— DrawnFSJ _ IIII—IIII=IIII—IIII -nil—nli—uu=IIII " — ' III— a RESUB Checked by(P.M.): .�r�=, IIII IIII Ill IIII SK APR 0 8 2019 Checked by (O.C.): RT Wall Section at Entry Vestibule 108 Project No. 5 Scale: 1/2"=1'-0" 5 A4.5 T.O. GYPCRETE G HT. I I 25'-fi" �. FIRST * FLOOR_ 15-0' RESIN PANEL GUARDS WITH PTD STEEL POSTS, TYP ran T.O. GYPCRETE , CEILING HT. @ ENTRY -256° PENDANT LIGHT FIXTURES, SEE RCP AND LIGHTING DWGS. FIRST FLOOR I _, I T LANDING 201 I 8 RESIN PANEL GUARDS WI PTD. STEEL POSTS AND RAILS '4 MID UWDING MID�LANDING - 25._ - 2Y 5'-6" CANOPY ROOF, COMM, LOUNGE SEE STRUCT. 007 — WASHABLE ACOUSTIC PANELS, SEE RCP �— MAX SILL HT. (a) SERVING WINDOW RESIN PANELS EXTEND TO FIRST FLOOR] n• IIII .=IIII , Illl- ulI=IIII=IIII�IIII�uII IIII-�I11= IIII-IIII. IIII=1111'��=°`Y``' II � � IIII IIII=1111- -IIII=1:11- �� North Stair Section - Top Run A4.6 Scale:1/4" =1'-0" �4 T_.0. GYPCRETE 30'-6" 348 z 12 GLULAM TREADS WALL -MOUNTED HANDRAIL BRACKETS @ 4' O.C. MAX CONTINUOUS HANDRAIL AT MID -LANDINGS RM. A FA LOWER LANDIN_Gh_ 25. COFFEE KIOSK STORAGE BELOW STAIR =IIII—.i , _ _ :I - =11p1 II IIII I, !p l 4� North Stair Section- Mid Run A4.6 Scale:1/4" = T-O" RESIN PANEL GUARDS WITH 1 III PTD. STEEL POSTS, TYP. A PAINTED STEEL HANDRAIL, CONT AT LANDINGS MID LANDINGh T.O.I _PCRETE ..�. CEILING HT. @ EN l ld LN COUNTERTOPS, SEE INT. ELEVATIONS — STEEL PIPE COLUMN, SEE STRUCT. — 25-6 BLACK STEEL HANDRAIL, /// I - w - I MIRRORED CONTINUOUS AT LANDINGS RS, TYP. / - - � W MIRRORED 3 / / I /COFFEE KI WASHABLE ACOUSTIC / 106 GLULAM STRINGERS PER STRUCT. A4.9 I I FCBalA53 ECEPTION - - PANELS - _ - LOWERLANDING GLULAM TREADS WITH TEXTURED STEEL COLUMN PER STEEL NOSING ANGLES, TYP.. w \— STRUCT. BEYOND wr 1. STORAGE BELOW LOWER LANDING FIRST FLOOR IS f ' ' WATERPROOFING & DRAINAGE - • WATERPROOFING &DRAINAGE MAT PER SPECS. _ ;`•`: T = .; I =_ MAT PER SPECS. Illl — IIII �I'=1pll IIII IIII—"" IIII =IIII-IIII =IIII IIII 1 IIIII IIII=IIII—"" IIII—IIII , IIII. —IIII- GRADE BEAMS, SEE STRUCT. I I t ' I� IIII=IIP IIII=IIII=III' IIII 1�=IIII IIII IIII I' In—IIII — IIII—IIII I IIII=IIII- I ..II IIII IIII IIII s North Stair Section - Mid Run s South Stair Section - Lower & Upper Runs A4.6 Scale: 1/4"=1'-0" A4.6 Scale: 1/4" = 1T' North Stair- Second Floor Enlarged Plan Z A4.6 Scale:1/4" =1'-0" 11 12 4 COMM, LOUNGE 4 . � A8.8 1W A4.6 J21A5.2 . ENTRY RECEPTION 105 a ' jr— --- — _ 1/A5.1 -COFFEE II KIOSK - I I --�A52� J31��.IF_ _ _-____1 )PY ROOF BELOW O �a environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 6443 REGISTERED tdRCHI GER E UCKER sTA WASHINBTON North Stair Enlarged Plans & Sections NOT FOR CONSTRUCTION BELOW 12.27.201 S STRINGER O ( I EDGES OF GLULAMS Building Permit Submittal IAT LANDING, TYP. - I.. Revisions TT11 1 04.02.2019 Pemut Revisions I WALL TYPE J31A5.2 - - _4-- - UP CONTINUOUS 3 IUNDER LANDING qLA. I I AA COMM.MTG. RM. A102 Checked by (P.M.): SK - Checked by(O.C.): 1 North Stair - First Floor Enlarged Plan 482019 ;AP MM A4.6 Scale:1/4" =1'-0" Ploiect No. 15015A ��"p A4.6 ' T.O. GYP' q 5, CEILING _H 28• FIRST FLC 5-0 s North Stair Section Top Run A4. i Scale: 1/4" =1'-0" RESIN PANEL GUARDS WITH PTD. STEEL POSTS, TYP. RETURN HANDRAIL EXTENSIONS TO FLOOR @ TOP OF STAIR rouAas T.O. GYPCRETE CEILING HT. @ ENTRY 26_ / / PENDANT LIGHT FIXTURES, SEE RCP AND LIGHTING DWGS. RESIN PANELS W/ PTD. STEEL POSTSBEYOND ��FIRST FLOOR _ T 15'-0' 10 CR1/A5.3 0 1� GUARDS W/ PTD. OSTS AND RAILS NG* { COMM. LOUNGE 107 (ABLE ACOUSTIC —� ANELS, SEE RCP ILL HT. @ NG WINDOW PANELS EXTEND rO FIRST FLOOR 4-_ North Stair Section - Mid Run A4.6 Scale: 1W' =1'-0" RESIN PANEL GUARDS WITH PTD. STEEL POSTS, TYP. RETURN HANDRAIL EXTENSIONS TO FLOOR @ TOP OF STAIR PAINTED STEEL HANDRAIL, CONT. T.O. GYPCRETE AT LANDINGS - 30'-8 MID LANDING h 25-6° GLULAM STRINGERS, TYP. EP 106 WASHABLE ACOUSTIC PANELS nNTRY 5STEEL COLUMN PER STRUCT. BEYOND \\ PARTIAL HEIGHT WALL \ \\ BEYOND, SEE 11/A6.3 FOR I ADDITIONAL INFORMATION ,':i'.. '�<r ?::•.: ... �:.•• i ,;., .. �WATERPROOFINF &DRAINAGE MAT —sill=IIII IIII=111=IIII-IIII-IIII—IIII IIII PER SPECS. -IIII IIII V'-T-'4°•' gill IIII Il.nn IIII IIII Ili_ North Stair Section - Mid Run A4.6 Scale: 1/4" =1'-0" �C�EILIHT. @ ENTRY 7CESNG GLULAM STRINGERS PER STRUCT. GLULAM TREADS WITH TEXTURED STEEL NOSING ANGLES, TYP. FIRST FLOOR T 15'-0° STEEL HANDRAIL, CONTINUOUS AT LANDINGS LOWER LANDING 20 0" I" STORAGE BELOW LOWER LANDING GRADE BEAMS, SEE STRUCT. — I =IIII — I I I P -IIII IIII III I IIII III III I IIG IIII=IIII II ,;,, IIII I;II IIII- �3� South Stair Section - Lower & Upper Runs A4.6 Scale:1/4" =1'-0" WATERPROOFING &DRAINAGE MAT PER SPECS. T.O. GYPCRETE 3D'8,� 3-M x 12 GLULAM TREADS WALL -MOUNTED HANDRAIL BRACKETS @ 4' O.C. MAX CONTINUOUS STEEL HANDRAIL AT MID -LANDING: LOWER LANDING 20F COFFEE KIOSK STORAGE BELOW STAIR 11 AP€N TO 12 BELOW I A4.6 4 \ (9) EQ. TREADS @ 12" LANDNG 8 - A7/A5.1 A4.6 Cg DN z 4 \ / \ � LANDING 201 ....................: I ri OPEN TO / \ BELOW o c 9 o: i ,CE-MOUNTED POSTS / \ \\ 42" HIGH GUARD 1-0 g � z 4 3 A4.6 _—_ _—_—_ ___—_ A1/A5.2 COMM. MTG. RM.B A7/A5.1 it 204 2� North Stair - Second Floor Enlarged Plan Z A4.6 Scale: 1/4"=1'-0" 11 12 q COMM. LOUNGE 4 A6.8 107 A4.6 J21A52 I I I l i l l I I I I I I I I I I 6 I I I I I I I I I A4.6 I I I I I I I A71A5.1 i STEEL COLUMNS IN I I I I I I I I I I HALF HEIGHT WALL, I I I I I I I I I CLAD WITH G.W.B. I I I I I I FORFULLCOLUMN HEIGHT, SEE STRUCT. FORSIZE. II STEEL COLUMN, TYP. SEE STRUCT. iL_ --- - WA5.1 .OF KIDS II -I-- -------- i 106 II i A4.6 NOTE: II _ _ _ _ _ _ _ ........................... i 4 COUNTERTOPS IN - �� COFFEE KIOSKS ARE --- HIDDEN FOR CLARITY, J31A5.2 IL ----- EMRY RECEPTION SEE 8/A6.3 FOR ENLARGED PLAN AND -- 105 INTERIOR ELEVATIONS r _ _ _ _ II_ _______- J31A5.2 BELOW STRINGER J21A5'2 I 8 I I A I rc WALL TYPE J3/A5.2 UPCONTINUOUS - UNDER LANDING A4.6 I HIA5.2 (9) EQ. TREADS @ 12" LANDING A7/A5.1 COMM. MTG. RIM, A R — CANOPY ROOF BELOW REVISED PLANAPPROVED CITY OF EDMONDySyBUUIILLDING DIVISION PLANS EXAMINER; //—� DATE of Kenvironmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 1 North Stair -First Floor Enlarged Plan � � Z 1_1A4.6 Scale: Stair - O Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 6443 REGISTERED AROHB GFR UCKER svA WASHIPoG7(1Po North Stair Enlarged Plans & Sections Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 PermitRevisions 4 01.31.2020 Permit Update Drawn bv: AA Checked by (P.M.1: SK Checked by (Q.C.): MM Prolecl No. 15015A FEB 0 5 2029 BUILDING DEPARTMEN"f CITY OF EDMONDS A4.6 No no SKYLIGHT BEYOND O EXPOSED GLULAM BEAM LOWER LANDIN FT STORE 123 — —.—.—.—.— HALL — — —. 2V6" G 119 GLULAM BEAMS AT EDGE OF LANDINGS, TYP. FIRST FLOOR T.O.C. L IIII-VIIII IIII=III'=""-""=11I'-ii11-IIII= O s South Stair Section - Mid Landing A4.7 Scale: 1/4" = T-O" SEE STRUCTURAL FOR FRAMING AT SKYLIGHT OPENING MIN(\\3 GLULAM BEAMS PER STRUCTURAL \L LANDING LEVEL RINGERS, TYP. —IIII IIII IIII llll'lll IIII IIII IIII- s South Stair Section - Middle Run A4.7 Scale: 1/4" = T-O" GLULAM BEAMS AT ED( OF LANDINGS, TYP. IFT STORF —IIII.=IIII='I" 1111=1111 ) II IIII=IIu IIII=IIII `.. 11jl IIII=IIII=IIII= ' =IIII=IIII= 4 South Stair Section - Lower & Top Landings A4.7 Scale: 1/4" = 1'-0" O HALL 119 PAINTED STEEL GUARDRAIL, TYP. PAINTED STEEL HANDRAIL, CONT. ON INSIDE AT LANDINGS SECOND FLOOR — — — _ T:0_GYPCRETEG 30'-T FURR BELOW LANDING TO BOTTOM OF LANDING BEAMS - 9'-0• A.F.F. _HALLWAY CEILING G NW 'jr CEILINGG 24. GUARD POSTS MOUNTED TO GLB STRINGERS j FIRST FLOOR T.O.C. IIII=�"°�1=IIII=IIII= III--IIII =IIII IIII I�IIY� IIII-LIII ,;,,IIII=IIII,jII- ' IIII= IIII-IIII I I —i1ll= -IIII IIII IIII IIII IIII ;, s South Stair Section - Lower & Upper Runs A4.7 Scale: 1/4" =1'-0" / South Stair - Second Floor Enlarged "Z A4.7 Scale: 1/4" =1'-0" enviWORenKtaSl Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206,329.5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 6443 REGISTERED ARCHI GER E UCKER iA WASHING'ON South Stair Enlarged Plans & Sections NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions Drawn by - Checked by (P.M.): . SK Checked by (C.C.): MM Prolact No. 15015A South Stair - First Floor Enlarged Plan Z ��$� A4 7 A4.7 Scale: 1/4" =1'-0" APR 0 8 2019 00In T.O. ELEVATOR PENT BLDG. HEIGHT LIMIT " CRVA5.3 SECOND FLOOR T.O.GYPCRETE 30'-8"._._._ ENTRY RECEPTION CEILING FC21A5.3 WOMEN'S I FSLT@Y 121 1D5 HALL 119 C BEYOND 5 A4.10 I L'J 4 A4.10 S11A5.3 S1IA5.3 - S1IA5.3 FIRST FLOOR T.O.C. I ; ELEVATOR PIT IIII A. III PRE -APPLIED WATERPROOFING �` ,' }I _ PTD_STEEL PIT LADDER T.O. SLAB Q - IIII I II PER SPECIFICATIONS, TYP. Q ELEV. PRWALLS, SLAB, AND IIII -.y ,•..t ..n.: ,'. + I= �� iP-0" — _ { .."' - GRADE BEAMS - Ij•I� —-- IIII�IIII$ IIII— WATERSTOP, TYP. GRADE BEAM PER STRUCT. SHIFTS FOR ELEVATOR PIT IIII— 4 — z rV III II WATERSTOP'TYP' ll�ftll. —IIII IIII IIII IIII=IIII IIII—IIII IIII=IIII-IIII IIII=IIII IIII=IIII IIIM III= PTD.STEELPITLADDER ICI— II IIII=IIII II—IIII=IIII— �ll� I = .�. ` ~� SUMP -BEYOND =IIII_ IIII— IIII= Dn IIII . IIII=IIII— . - GRADE BEAMS PER STRUCT. — IIII IIII—_IIII= IIII =IIII— — IIII IIII III _ — III — Ili— II L—IIII ENLARGED GRADE BEAM AROUND SUMP ri -1 =flif-IIII 5 Elevator Section 4 Elevator Section A4.8 Scale:1/4" =1'-0" A4.8 Scale:1/4" = T-0" 3 Elevator- Enlarged Second Floor Plan A4.8 Scale:1/4" =1'-0" Z SUMP, SEE VA4.10 AND STRUCTURAL PRE -APPLIED WATERPROOFING PER SPECIFICATIONS, TYP. 76 CLEAR Elevator Pit - Enlarged Plan A4.8 Scale:1/4" =1'-0" Z environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 6443 REGISTERED ARCHI GER E UCKER StA WAS' MN Elevator Enlarged Plans & Sections NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions Al 04..2 419 Permit Revisions Dramm by: AA Checked by (P.M.), SK Checked by (Q.CJ' MM Prolect No. 15015A RESUB A4.8 APR 0 8 2019 ME `, Fes" ■ ■ —EXTERIOR WALL FIXTURES& WELDED PLATES TYP. IUFMlbt:K 11-V V EACH SIDE @FULL -HEIGHT Wf —STRINGER BELOW COLUMNS&PANELS. OMIT ON HANDRAIL EXTENSION 4" SIDE WI PARTIAL -HEIGHT PANEL — — — — — — — — — — — — — — — — — — — I ----------------- I HANDRAILABOVE� GLULAM STRINGER BELOW _ „ L3 x 3 x 0.375, LAG BOLTED - LINEAR LED FIXTURES PARTIAL HEIGHT PANEL INTO STRUCTURE BELOW - PER LIGHTING DINGS. . - WF3x8.0 COLUMNS, TYP. - 1/2' RESIN PANEL, BOLT TO LEG.. j 1/8 x 1-114° CONT. PLATE, - OF ANGLE, (3) @EACH PANEL 118 WELDED TO WF SEE 61A4.9 FOR - SIMILAR NOTES EDGE, 12"O.C. VERTICALLY SEE 61A4.9 FOR SIMILAR NOTES - - 13 North Stair "Feature Wall" Lighting Detail Posts s North Stair Guardrail Comer Post Detail A4.9 Scale: 3" =1'-0" A4.9 Scale: 3" =1'-0" GRID FLOOR/CEILING, PER T.0 GYPCRETE _ SECOND FLOOF 12 North Stair Upper Landing Guardrail A4.9 Scale: 1 1/2" =1'-0" ixs a FLOOR FINISH PER PLYWD TREAD PE WD FR WALL TYPE PER PLAN 11 South Stair Detail Mid Landing Scale' 1 1/2" = 1'-0" DAM 1CT ING GLULAM STRINGER BELOW — HANDRAIL ABOVE — HANDRAIL BRACKET, FASTEN TO TEE IN 10 RESIN PANEL, BOLT TO TEE AT EACH PANEL EDGE wl (3) 3/8" DIA. SOCKET COUNTERSUNK SEX BOLTS, 12" O.C. VERTICALLY North Stair Guardrail Typical Post Detail 1/2" RESIN PANEL, ATTACH TO TEE COLUMNS wl (3) 3/8" DIA BOLTS EACH PANEL EDGE— WT3x8.0 POSTS- 1-19" STEEL PIPE HANDRAIL — HANDRAIL BRACKET PER SPECS- 3W F-REVEAL, TYP. ABOVE AND BELOW STRINGER- 3-1/8 x 15 GLULAM STRINGERS PER STRUCT.— 3" = 1'-0" iWALL TYPE PER PLAN 10 -3-1/8 x 13-12 GLULAM TREADS WT3x80 POST, wl (3) 3" SCREWS INTO STRINGERS @ 3" O.C. EACH SIDE OF TEE CHORD 2-12 x 2-12 x 8 STEEL ANGLE, w/ (3) 2-12" LAG SCREWS INTO STRINGERS AND TREAD 'i 1x2 FLAT NAILERS @ 24" O.C. WASHABLE ACOUSTIC PANELS PER SPECS SEE 5/A4.9 FOR SIMILAR NOTES a North Stair Detail @ Open Rail Donor Wall Condition s North Stair Detail @ Wall Condition A4.9 Scale: 1 1/2" =1'-0" A4.9 Scale:1 1/2" =1'-0" HANDRAIL @ INSIDE OF STAIR RUN CONTINUES THROUGH LANDING ITYP.)— GWB @ UNDERSIDE OF STAIR TO ALIGN W/B.O. ATTACH (2) LAYERS TYPE'X' GWB DIRECTLY TO UNDERSIDE OF STRINGERS AT STORAGE AREA PROVIDE NAILERS @ 16" O.C. - WLAM STRINGER BEYOND 3/4" F-REVEAL @ GWB ABOVE LOWER LANDING 5"x114" BLACK STEEL PL. w/2" SCREWS IN BACK FACE OF TREADS @ 8" O.C. FLAT GLB LANDING PLANKS � o 0 O o 0 FLOORtCEILING ASSEMBLY PER SE SECTIOONSS WRAP BEAM w/ (2) LAYERS TYPE GWB _ ^ BEAMS PER STRUCT TO MAINTAIN 1-HR RATIIN ){ 1 3 North Stair Detail Lower Landing - SEE 21A4.9 FOR SIMILAR NOT A4 9 Scale: 1 1/2" =1'-0" A - _ 1-114"DIA. STEEL PIPE HANDRAIL TYP. @ 4'4' MAX. O.C. _rRETURN HANDRAIL TO WALL F-REVEAL @ GWB 118" BLACK STEEL PL. RISER OVER 12" PLYWD BACKER b ' LONG 2.5x2.5025 ANGLE w/ zv (3) 2-12" LONG, 12" DIA. LAG SCREWS INTO EACH GLB - - TEXTURED STAIR NOSINGS- . NYSTROM STC1-L3W. LET -IN I 3-1/8x13-1/2 GLB TREADS — - GLULAM BEAM STRINGER AND CONNECTION TO SLAB (HIDDEN) PER STRUCT., P.T. 2x BLOCKING TO - - - SUPPORT FIRST TREAD 1 0 0 0 1- T. SLAB — _ � in- 2 \ North Stair Detail @ First Floor SEE 11A4.9 FOR SIMILAR NOTES A4.9 Scale: 1 1/2" =1'-0" 114" WELDED CAP @ EACH P( _ HIWDRAILEXTENSION ///XIII//Il ee environmental WORKS Community Design Center 40215th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 6443 REGISTERED ARCHI GER E UCKER aTA WASHINGTON Stair Details NOT FOR CONSTRUCTION A4.9 PERIMETER OF GUARDRAIL GLB STRINGER (TYP.) - ----BEAM OPENING. - I PER STRUCT. - f - - - - Date IV GLB STRINGER BEYOND 1. - - 0,2.27.20118 TO GYPCRETE I RETURN HANDRAIL WALL 1-114"DIA STEEL PIPE HANDRAIL --- It "' -` ' @SECOND FLOOR ____ 4° 4" 4" " 4' Building Permit Submittal ON STEEL BRACKET - - 1 - - 11 - - - - Revisions CONT. BLOCKING FOR HANDRAIL 1 04.022019 Permit Revisions 1x12 SKIRT BRD. r T.0 SHEATHING @ 1 _ 12"x2-12" STEEL BAR FRAMES wl FLOOR FINISH PER SCHEDULE II LOWER LANDING LEVEL 1 1l4"x1"STEEL BAR BALLAUSTERS I @ 4" O.C. MAX. -- TREAD PER STRUCT. - - - _J 2-12" SQUARE TUBE POSTS ON STRINGER PER STRUCL---------- \\� 12"xWx8" BASEPLATES, TYP:- 2x6 LEDGER @ EACH TREAD BEAM PER STRUCT. DWGS - - I GLULAM BEAM STRINGER 1. Drawn by: CONT. 3/4" PLYWD SPACER AND CONNECTION TO SLAB 1 AA CIN1T.2x SLOPED NAILER r�FLOORJCEIUNG ASSEMBLY - \ ------ (HIDDEN)PER STRUCT., I1 Checked by (P.M.): PER SECTIONS - GLB (MATCH STRINGER SIZE) _ p--------1 OLAYERS FOIL -FACED 1 — _ _ SK S.A.M. SEALER UNDER G 1 Checked by (Q.C.): MM GLB STRINGER @ STAIR RUN TO - -- \��- T.0 SLAB - I O G G—I _ I�ESUB FIRST FLOOR (BEHIND) 15'0" - -- - - Project No. APR OH Z019 WALL TYPE PER PLAN. __— - 75015A 10 South Stair Stringer Detail @ Support Wall South Stair Guardrail @ Second Floor Level 4 South Stair Guardrail @ Landings 1 South Stair Detail @First Floor A4.9 A4.9 Scale: 1 1/2" =1'-0" A4.9 Scale: 1 1/2" =1'-0" A4.9 Scale: 1 1/2" =1'-O" A4.9 Scale: 1 1/2 =1'-O" ME STAIR AIR 2 fl. INDICATE STAIR ONE INCH LETTERS WITH 1141NCH STROKE z_ FIVE INCH LETTERS o WITH 314 INCH STROKE s o (RAISED LETTERS) z w § NDICATE STORY w INDICATE TOP 8 BOTTOM 1 THROUGH 2 OF ENCLOSURE - ONE NCH LETTERS WITH 11NCH STROKE INDICATE DIRECTION TO EXIT DISCHARGE BRAILLE MESSAGE INDICATING FLOOR LEVEL PROVIDE ONE SIGN AT EACH FLOOR LANDING IN INTERIOR OF VERTICAL EXIT ENCLOSURE 16 Exit Stair Signage (IBC 1022.9) A4.10 Scale: 3" = T-0" n: EXIT V ONE INCH LETTERS o EXIIT WITH 1/41NCH STROKE x N BAILEE LL 0 4 PROVIDE ONE SIGN AT EACH FLOOR OUTSIDE THE ENTRANCE TO EACH STAIR ENCLOSURE 15 Means of Egress Signage A4.10 Scale: 3" =1'-0" NOT AN -' ONE INCH LETTERS WITH 1141NCH STROKE EXIT x �'+ ONE INCH LETTERS z PROCEED WITH 1141NCH STROKE o TO STAIR X a AT ELEVATOR TO READ: O R STAIR X -PROCEED TO STAIR;1 OR INDICATE DIRECTION TO EXITS PROVIDE ONE SIGN AT EACH FLOOR AT ELEVATOR LOBBY 14 Means of Egress Signage (IBC 1007.10) A4.10 Scale: 3" = T-O" FIN. FLOC r-i� Elevator Wall to Floor Structure A4.10 Scale: 1 1/2" =1'-0" ELEVATOR DOOR — ENTRANCE THRESHOLD AND - SUPPORT ANGLE PER MFR.— FIN. FLR. FLOORICEILING ELEVATOR DOOR FLOOR/CEILING _ JAMB(BEYOND) ASSEMBLY PER SECTIONS E ELEVATO �a "J°RUNNER-ATTACH TO STRUCTURE WI� I. I - @nVICOnnlentBl STEEL FASTENERS O RE D LOCATED I WORKS NOT MORE THAN 2"FMORENDANAND N24"0 T I 3 Elevator Entry Elevation - MORETHAN24"O.C. 0 Community Design Center A4.10 Scale: 1l2" =1'-0" H0ISTWAY 1 y 402 15th Avenue East BEAM PER STRUCTURAL—"", TRUCTURAL - Seattle, Washington 98112 WALL TYPE _ _ - Phone: 206.329.8300 PER PLANS - - fax: 206.329.5494 s Threshold @ Elevator Entrance A4.10 Scale: 11/2"=1'-0° Edmonds Waterfront 1l4" X 2" STEEL FLATBAR SIDE Center RAILS New Construction _ - _ ACCESS LEVEL (FIRST FLOOR FLOOR/CEILING - 220 Railroad Ave. HOISTWAY ASSEMBLY - Edmonds, WA 98020 WALL TYPE PER SECTIONS - 114"X 2' STEEL BAR ANGLE' PER PLANS _ CLIPS 6443 FIN. FLOOR — p F y RUNGS. - REGISTERED �g 5/8' DIA STEEL ROD, TYP. ARCHI 'J' RUNNER W/ SHORT LEG FACING m TOWARDS THE FLOOR STRUCTURE rc a - 114"x2"STEEL ANGLE CLIPS GER E UCKER sPA WASHIN6YON "J' RUNNER -ATTACH TO STRUCTURE WI - - - 3/8"DIA X 3112" E.B. STEEL FASTENERS AS REQ'D LOCATED - 4 D NOT Elev — B.O. ELEVATOR PIT 2" NOT MORE THAN FROM ENDS ANator &Signage Details MORE THAN AND O.C. / 2 l Elevator Pit Ladder NOT FOR CONSTRUCTION BEAM PER STRUCTURAL------,, TRUCTURAL A4.1O - Scale: 1/2"-=T-0" PIT LADDER BY ELEVATOR SUPPLIER _ WALL TYPE - - PER PLANS — --rT ��+ STRUCTURAL CONCRETE SLAB PER STRUCT. - Shaft Wall Attachment to Floor StructureS1IA5. - WATERPROOFING BETWEEN SLAB B VAPOR RETARDER A4.10 Scale: 1 1/2" = 1'-0" (EXTEND I T MIN.) TYP a p;,a ELEVATOR PIT FOUNDATION GRID �7 a p PRE -APPLIED WATERPROOFING PER SPECIFICATIONS, Date q ..p TYP. Q ELEV. PIT WALLS AND SLAB 02.27.2018 HOISTWAY — = a WATERSTOP - MIN. 3"COVERAGE Building Permit Submittal ELEVATOR DOOR —IIII=IIII L.a. - Revisions 1' STL BAR GRATING (W•194) WI CONTINUOUS ANGLE - ELEVATOR ENTRANCE DOOR-----_,,, OOR _ I _ JAMB (BEYOND) BANDING Q PERIMETER 1 04.02.20PermitPermit9 PeRwislons IIII - - - - ENTRANCE THRESHOLD - i IIII IIII—III ° pq 1'6• SUMPHOLE: 18"X18"XDEPTHAS NOTED - - - BY ELEVATOR MFR ,OONC.SLAB 'I—IIII IIII_ IIII IIII �'p - - =IIII—IIII FIN. FLR. _ ---� ---- — - _ _ _ — Illl IIII IIII �IIII p q a E8101310"EMBED (d1 EACH END' PRE -APPLIED WATERPROOFING AS SPECIFIED UNDER SLAB SUPPORT ANGLE '�. a III—IIII— pq -'a -- a_g s.-�__ Drawn by: ANDATPITWALLS 4 a IIII=IIII 4 p _p a p . — AA CONIC. ANCHORAGEPERELEV.MANUF. IIII— 6 a — — REQTS AND STRUCT. NOTES_______ OTE IIII=IIII 11 CAPILARY BREAK Checked by(P.M.): IIII IIII—I ------- — a 'P a SI( RAINAGE LAYER a IIII IIII .a b ° ° °� Illl IIII ..IIII.=III Checked by(Q.CJ: TAGGER ROLL ENDS MIN 1T OR - '� °IIII I a ^THICKENED SLAB 1 - MM q PER MANUF. REQUIREMENTS CONC. ELEV. PIT STEMWALL PER. IIII—IIII • -I IGRADE BEAM III !4��'�p N� STRUCT. - —IIII=IIII IIII IIII IIII IIII=-II _IIII= III= III=IIII J'ROUND SUMP Protect A —IIII—IIII—IIII_ NT.GRADEBEAMPERSTRUCs.'II APR082019 15015A s Typical Waterproofing Overlap Spacing 4 1 Threshold @ Elevator Entrance @ Pit Elevator Pit & Sump Waterproofing A4. 1 0 A4.10 N.T.S. A4.10 Scale: 1 1/2" =1'-0" 9 Scale: 3/4" =1'-0" �Im VERTICAL METAL PANEL SIDING WEATHER RESISTIVE BARRIER; OMIT @ TYPE Di SHEATHING PER STRUCTURAL FILL WALL CAVITY W/ SPRAY FOAM INSULATION. 5.5" = RS6� NOTE: SPECIFIED ICYNENE SPRAY FOAM INSULATION HAS A FLAME -SPREAD INDEX OF 25 OR LESS AND A SMOKE- DEVELOPED INDEX OF 450 OR LESS PER ASTM E84. @ 24" O.C. P.T. FURRING STRIPS @ 24" O.C. VERT. T&G CEDAR VERTICAL SIDING General Notes - Sheets A5.1 - A5.2: 1. AT FIRE -RATED WALL ASSEMBLIES GYPSUM WALL BOARD SHALL BE TYPE X AND AT FIRE -RATED EXTERIOR WALLS EXTERIOR GYPSUM SHEATHING SHALL BE TYPE X. 2. STAGGER JOINTS ON ALL MULTIPLE LAYERS OF GWB. - 3. ATTACH MULTIPLE LAYERS OF GWB WITH NAILS OR SCREWS; DO NOT USE ADHESIVE. 4. WHERE STRUCTURAL PLYWOOD IS REQUIRED ON ONE SIDE OF A PARTITION WITH RESILIENT CHANNELS, INSTALL RESILIENT CHANNEL ON OPPOSITE SIDE OF PLYWOOD. INCREASE NAIL OR SCREW LENGTH BY AMOUNT EQUAL TO THE THICKNESS OF THE PLYWOOD THICKNESS. 5. WHERE STRUCTURAL PLYWOOD IS REQUIRED ONLY AT SHEARWALL LOCATIONS, FURR OUT THE REMAINING LENGTH OF WALL FRAMING TO MATCH DEPTH OF PLYWOOD FOR A CONTINUOUS FLUSH WALL SURFACE. 6. OFFSET ELECTRICAL BOXES ON OPPOSITE SIDES OF ACOUSTIC PARTITIONS A MINIMUM OF 18INCHES WITH AT LEAST ONE STUD BETWEEN BOXES. DO NOT INSTALL BOXES BACK-TO-BACK. SEAL OPENINGS AROUND BOXES WITH A NON -HARDENING SILICONE SEALANT. 7. AT DOUBLE ROW PARALLEL STUD ASSEMBLIES MAKE NO CONNECTION BETWEEN ROWS, UNO. 8. SEAL PERIMETER ON BOTH SIDES OF ACOUSTIC PARTITIONS WITH NON -HARDENING SILICON MASTIC. 9. WHERE AN ACOUSTIC PARTITION ABUTS A CONTINUOUSLY FRAMED PARTITION, INTERUPT GWB AT THE POINT OF INTERSECTION AND SEAL JOINT LIBERALLY. DO NOT CONTINUE GWB BEHIND THE INTERSECTING STUD. 10. SEAL OPENINGS AROUND DUCT, PIPE AND OTHER PENETRATIONS WITH NON -HARDENING SILICONE MASTIC. 11. ACOUSTICAL BATT INSULATION THICKNESS PER WALL AND PARTITION TYPE. 12. AT RESTROOMS, BATHROOMS, JANITOR ROOMS, AND KITCHEN WALLS SUBSTITUTE MOLD AND WATER RESISTANT GYPSUM WALL BOARD FOR STANDARD GYPSUM WALL BOARD. 13. AIR BARRIER: SEAL PLYWOOD AND GYPSUM SHEATHING JOINTS AND PENETRATIONS AT EXTERIOR WALLS. 14. VAPOR BARRIER: USE PVA PRIMER AT ALL EXTERIOR WALL LOCATIONS WITH GWB INTERIOR FINISH. 15. WHERE STRUCTURAL PLYWOOD IS REQUIRED AT WALL TYPES WITH PLYWOOD FINISH, USE STRUCTURAL PLYWOOD AS THE FINISH. GRID. GRID FIBERCEMENT PANEL SIDING I (TYPE PER BUILDING ELEVATIONS) MINIMUM EMBEDMENT INTO i l STRUCTURE STONE VENEER PER SPECS MORTAR BED -- TYPICAL FURRING STRIP ATTACHMENT: I -ALIGN CENTER OF SCREW WITH CENTER SCRATCH COAT ix4 P.T. WOOD FURRING STRIPS @ 16" O.C. OF FURRING STRIP 2.5 LB GALVANIZED METAL LATH i "', I PVA PRIMER - SET FASTENER IN SEALANT FILLED HOLE 1/4" CEMENT BACKER BOARD WEATHER RESISTIVE BARRIER 1/2"AIRSPACE (l) LAYER 5/8'GWB, 5/8°TYPE'X EXT. GYP. SHEATHING - PVA PRIMER WEATHER RESISTIVE BARRIER j; 2x FURRING SHEATHING PER STRUCTURAL (1) LAYER 5/8" TYPE 'X GWB DIRECTLY SHEATHING PER STRUCTURA 5-1/2"MINERAL FIBER INSULATION _ OVER STUDS R-21 BATT INSULATION i, - - 2x6 STUDS PER STRUCL 2x6 STUDS PER STRUCL j VAPOR RETARDER GRID ^ FIBER CEMENT PANEL SIDING �-'� MINIMUM EMBEDMENT INTO (TYPE PER BUILDING ELEVATIONS) STRUCTURE TYPICAL FURRING STRIP ATTACHMENT 5-1/7 LONG FASTENMASTER HEADLOCK SCREW OR EQUIVALENT SPACED 24" O.C. - ALIGN CENTER OF SCREW WITH CENTER OF FURRING STRIP tx4 P.T. WOOD FURRING STRIPS -SET FASTENER IN SEALANT FILLED HOLE 2" MINERAL WOOL INSULATION - PVAPRIMER WEATHER RESISTIVE BARRIER 1/2' PLYWOOD @ TYPE A4 ONLY 5/8" TYPE'X' EXT. GYP SHEATHING - A SHEATHING PER STRUCTURAL. _ (2) LAYERS 5/8"GWB @ TYPE AS ONLY 5-1/2" MINERAL FIBER INSULATION ------RESILIENT SOUND ISOLATION 2x6 STUDS PER STRUCT. WALL CLIP @ 24" O.C. VERT. w170 FURRING CHANNEL @ 518"TYPE'X GWB -TYPEA50NLY 54 Exterior Wall Assembly (1 HR) - F.C. Panel Siding A5.1 Scale: 1 112" =1'-0" Exterior Wall Assembly GA FILE NO. WP 3661 (1 HR) - F.C. Panel Siding A5 A5.1 Scale: 1 1/2" =1'-0" GA FILE NO. WP 3661 ACOUSTIC WALL GRID FIBER CEMENT PANEL SIDING SYSTEM (TYPE PER BUILDING MINIMUM EMBEDMENT INTO ELEVATIONS) STRUCTURE MANUFACTURER'S SIDING CLIPS .i TYPICAL FURRING STRIP ATTACHMENT: FASTENED TO FURRING AS REQ'D 54/2" LONG FASTENMASTER HEADLOCK SCREW OR EQUIVALENT SPACED 24" O.C. 1x4 P.T. WOOD FURRING STRIPS -ALIGN CENTER OF SCREW WITH CENTER @ 16" O.C. VERTICAL OVER OF FURRING STRIP. VAPROSHIM SA SPACERS ALIGNED W/ STUD -SET FASTENER IN SEALANT FILLED HOLE WEATHER RESISTIVE BARRIER 5/8" TYPE 'X EXT. GYP SHEATHING-----1/2" PLYWOOD @TYPE A2 ONLY SHEATHING PER STRUCTURAL (2) LAYERS 5/8" GWB @ TYPE A3 ONLY 5-1/2"MINERAL FIBER INSULATION :.RESILIENT SOUND ISOLATION WALL 2x8 STUDS PER STRUCT. CLIP @ 24" O.C. VERT. w/ 7/8" FURRING CHANNEL @ TYPE A3 ONLY 5B"TYPE'X'GWB RATED ASSEMBLY GA FILE NO. WP 3661_j GENERIC 1 HOUR GYPSUM WALLBOARD, WOOD STUDS, FIRE MINERAL FIBER INSULATION Co. layer sls" type X gypsum wallboard appli.d al right angles to each elde of 2. 5 wootl studs 1Von. Wlih 2V,' Type S or W tlywa11 screws 12" o.c 51W mineral fifer .Insulation, no ninel 2.5 pcf, frIcIdon fit In stud space.. Vericel joints staggered 16 o d horizontal Joints staggered 2a o.o., on opposite sides. Tested at 5,156 [be per stud or 100 percent of design loatl (LOAD -BEARING( Thlrhness: Appom. Weight 8,5 psf Fire Test: TS J99-22441.1, 10-99 D Northwest Vestibule Wall -Vertical Metal Siding Exterior B2 Exterior Wall Assembl - Thin Stone Veneer Base A8 Exterior Wall Assembly (1 HR)- F.C. Panel Siding A2 Exterior Wall Assembly (1 HR)- F.C. Panel System (Vertical) 2"1 Scale: 1 112" =1'-O" A5.1 Scale: 1 1/2" =1'-0" A5.1 I Scale: 1 1/2" =1'-0" GA FILE NO. WP 3661 A5.1 Scale: 1 1/2" = 1'-0" GA FILE NO. WP 3661 D1 Northwest Vestibule Wall - Vertical Metal Siding Interior A3 Exterior Wall Assembly (1 HR)- F.C. Panel System (Vertical) A5.1 Scale: 1 1/2" =1'-0" A5.1 Scale: 1 1/2" = 1'-0" GA FILE NO. WP 3661 ACOUSTIC WALL F.O. CONC GRID WIDTH PER STRUCT. 112" � I STONE VENEER PER SPECS >P MORTAR BED SCRATCH COAT STONE VENEER PER SPECS 2.6 LB GALVANIZED METAL LATH II MORTAR BE ? - 1/4" CEMENT BACKER BOARD SCRATCH COAT j P ° eD' 2-1/2" GALV. METAL Z-FURRING @ 16" O.C. - - u p 1/2" AIRSPACE t2° PVA PRIMER 2.5 LB. GALVANIZED METAL LA - MINERAL WOOL INSULATION DAMPPROOFIN R-21 BATT INSULATION WEATHER RESISTIVE BARRIER 11 (2) LAYERS 5M' GWB CONC. STEM WALL i I'�. - .P; 2x6 FRAMING SHEATHING PER STRUCTURAL II RESILIENT SOUND ISOLATION LAYER 5/8"GWB R-21 BATT INSULATIONRRING LLCLIP@24"O.C. VERT. .(1) FU CHANNEL .PVA PRIMER 2x6 STUDS PER STRUCT. !. II - tWA Insulated Exterior Concrete Stem Wall ] Exterior Wall Assembly - Thin Stone Veneer A5.1 Scale:1 We =1'-0" A5.1 Scale:11/2" =1'-0" ACOUSTIC WALL GRID _ FIBER CEMENT PANEL SIDING SYSTEM (TYPE PER BUILDING ELEVATIONS) --- MANUFACTURERS SIDING CLIPS MINIMUM EMBEDMENT INTO STRUCTURE PER MANUR REQTS - FASTENED INTO FRAMING WEATHER RESISTIVE BARRIER I SHEATHING PER STRUCTURAL - I I , R-21 BATT INSULATION PVA PRIMER 2x6 STUDS PER STRUCT. I I (2) LAYERS 5/8' GWB @ TYPE A7 (1) LAYER 50 GWB @ TYPE AS DIRECTLY OVER 2x FURRING RESILIENT SOUND ISOLATION WALL CLIP @ 24" O.C. VERT. Wl 71W FURRING CHANNEL @ TYPE A7 ONLY I 2x FURRING @ AS ONLY A6 Exterior Wall Assembly - F.C. Panel System (Horizontal) A5.1 scale:1 1/2" =1'-0" A7 Exterior Wall Assembly - F.C. Panel System (Horizontal) A5"1 Scale:1 1l2" =1'-0" ACOUSTIC WALL GRID FIBER CEMENT PANEL SIDING SYSTEM (TYPE PER BUILDING MINIMUM EMBEDMENT INTO ELEVATIONS) I -.STRUCTURE. MANUFACTURERS SIDING CLIPS I TYPICAL FURRING STRIP ATTACHMENT. - FASTENED TO FURRING AS REQ'D ' 51/2"LONG FASTENMASTER HEADLOCK - - SCREW OR EQUIVALENT SPACED 24" O.C. 1x4 P.T. WOOD FURRING STRIPS -ALIGN CENTER OF SCREW WITH CENTER @ 16^ O.C. VERTICAL OVER OF FURRING STRIP VAPROSHIM SA SPACERS - I ALIGNED w/ STUDS I - SET FASTENER IN SEALANT FILLED HOLE PVAPRIMER 2" MINERAL WOOL INSULATIO 2) LAYERS 50 GWB @ TYPE At WEATHER RESISTIVE BARRIER (1) LAYER 5/8'.GWB @ TYPE A DIRECTLY OVER FURRING SHEATHING PER STRUCTURAL t/2"PLYWOOD@TYPEAO R-21 BATT INSULATION ------DIRECTLY OVER STUDS 2x6 STUDS PER STRUCL RESILIENT SOUND ISOLATION WALL _ CLIP @ 24' O.C. VERT. W/ 7/8" FURRING CHANNEL@TYPE At ONLY 2x FURRING @ TYPE A ONLY ;ell environmental WORKS Community Design Center - 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED 6aRCHB GER E UCKER sTA WABNINliYON Exterior Wall Types NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 PermB ReMsions Drawn by: AA Checked by (P.M.): SK RT A I AO Exterior Wall Assembly - F.C. Panel System (Vertical) Project No. A5"1 Scale: 1 1/2 = 1'-0" 15015A Al Exterior Wall AssemblyF.C. Panel System Vertical A5.1 y (Vertical) A5.1 Scale: 1 1/2" =1'-0ACOUSTIC WALL ��AYP}R 0 8 2019 ME B CnYO M N no General Notes - Sheets A5.1 - A5.2 1'-8114" it-W k 3-1/2" ACOUSTIC 20 WOOD STUD FR Fit; N Toilet Room Plumbing Chase Wall (Non -Rated) A5.2 Scale: 1 1/2" =1'-0" 1/2' PLYWOOD IN LIEU OF GWB @ TYPE MI ON STORAGE ROOM SIDE- 2x6 WOOD STUD FRAMING- 5/8" GWB EACH SIDE @ TYPE M- 5-1/2"+34/2" ACOUSTIC BATT INSULATION @ TYPE M2 ONLY- M M1 Interior Partition 24 Wood Studs+2x4 Furring) Non -Rated A5.2 I Scale:1 1/2" =1 r-0" M2 Interior Partition 24 Wood Studs+2x4 Furring) Non -Rated A5.2 I Scale: 1 1/2" =1'-0" CHASE SIDE L Chase Wall A5.2 Scale:11/2" = 1'-0" RUSTIC BATT INSULATION GAGE MTL. FRAMING ON 1/2" RESILIENT .S @ 24" O.C. 1'GWB SHAFT LINER V GWB SHAFT LINER ACOUSTIC BATT INSULATION ACOUSTIC BATT INSULATION 2-112'METAL"-T'STUDS@24"O.C. -. - "METALTr STUDS@24"O.C. (1) LAYER 51V TYPE W GWB 1) LAYER 5/8' TYPE'X' GWB SHAFT SIDE. SHAFT SIDE TYPE K1 TYPE GA FILE NO. WP 6857 i I PROPRIETARY' I 1 HOUR 40 to 44 S GYPSUM WALLBOARD, STEEL C-H or C-T STUDS FIRE SOUNC One lay 1- x24"propletary,typ X gypsum panel, n dbetween 21/a lloarendceing J,sm with H sea-ef2l/f propdst ryC H O-T feel studs between panels. OPPOSITE SIDE One e lay / p prlelary type X gypsum wallb-nd,ppli,d parallel oral r7r/Y'' •`J, /y4 right angles to studs wllh I -Type S drywall screws 8 c.c. Sound tested with 1Vt' glass fiber Insulation mctlon St In stud cavity and with the sir' - proprietary type X gypsum wallboard applied with screws spaced 12" o.c. (NLB) PROPRIETARY GYPSUM BOARD Thickness. 31p Aire Tes Weight: 7 per Georgia Pacigp Gypsum LLC - s/r' ToughRacGy Fireguardrd Eire TesC psum Board 7- R2777, 1eCA73774, I' DensGlass® Shasl per UL De. UL Design35 73 Sound Test: RNL TL09.357, 12.7A9 K Shaft Wall 6" Metal C-H Studs 1 Hour A5.2 I Sea[ a:1 1/2" =1'-0" GA FILE NO. WP 6851 (PROPRIETARY) K1 Shaft. Wall 2-1/2" Metal C-H Studs 1 Hour n Scale: 1 1/2" =1'-0" GA FILE NO. WP 6851 (PROPRIETARY) 1. AT FIRE -RATED WALL ASSEMBLIES GYPSUM WALL BOARD SHALL BE TYPE X AND AT FIRE -RATED EXTERIOR WALLS. EXTERIOR GYPSUM SHEATHING SHALL BE TYPE X. 2. STAGGER JOINTS ON ALL MULTIPLE LAYERS OF GWB: 3. ATTACH MULTIPLE LAYERS OF GWB WITH NAILS OR SCREWS; DO NOT USE ADHESIVE. 4. WHERE STRUCTURAL PLYWOOD IS REQUIRED ON ONE SIDE OF A PARTITION WITH RESILIENT CHANNELS, INSTALL RESILIENT CHANNEL ON OPPOSITE SIDE OF PLYWOOD. INCREASE NAIL OR SCREW LENGTH BY AMOUNT EQUAL TO THE THICKNESS OF THE PLYWOOD THICKNESS. 5. WHERE STRUCTURAL PLYWOOD IS REQUIRED ONLY AT SHEARWALL LOCATIONS, FURR OUT THE REMAINING LENGTH OF WALL FRAMING TO MATCH DEPTH OF PLYWOOD FOR A CONTINUOUS FLUSH WALL SURFACE. 6. OFFSET ELECTRICAL BOXES ON OPPOSITE SIDES OF ACOUSTIC PARTITIONS A MINIMUM OF 18 INCHES WITH AT LEAST ONE STUD BETWEEN BOXES. DO NOT INSTALL BOXES BACK-TO-BACK. SEAL OPENINGS AROUND BOXES WITH A NON -HARDENING SILICONE SEALANT. 7. AT DOUBLE ROW PARALLEL STUD ASSEMBLIES MAKE NO CONNECTION BETWEEN ROWS; UNO. 8. SEAL PERIMETER ON BOTH SIDES OF ACOUSTIC PARTITIONS WITH NON -HARDENING SILICON MASTIC. 9. WHERE AN ACOUSTIC PARTITION ABUTS A CONTINUOUSLY FRAMED PARTITION, INTERUPT GWB AT THE POINT OF INTERSECTION AND SEAL JOINT LIBERALLY. DO NOT CONTINUE GWB BEHIND THE INTERSECTING STUD. 10. SEAL OPENINGS AROUND DUCT, PIPE AND OTHER PENETRATIONS WITH NON -HARDENING SILICONE MASTIC. 11. ACOUSTICAL BATT INSULATION THICKNESS PER WALL AND PARTITION TYPE. 12. AT RESTROOMS, BATHROOMS, JANITOR ROOMS, AND KITCHEN WALLS SUBSTITUTE MOLD AND WATER RESISTANT GYPSUM WALL BOARD FOR STANDARD GYPSUM WALL BOARD. 13. AIR BARRIER: SEAL PLYWOOD AND GYPSUM SHEATHING JOINTS AND PENETRATIONS AT EXTERIOR WALLS. 14. VAPOR BARRIER: USE PVA PRIMER AT ALL EXTERIOR WALL LOCATIONS WITH GWB INTERIOR FINISH. 15. WHERE STRUCTURAL PLYWOOD IS REQUIRED AT WALL TYPES WITH PLYWOOD FINISH, USE STRUCTURAL PLYWOOD AS THE FINISH. 3-1/2" ACOUSTIC BATT INSULATION @ A ONLY- 2x4 WOOD STUD FRAMING - NO' GWB EACH SIDE @ J, Jt, & J2 5/8" TYPE'X' GWB EACH SIDE @ J3- d i J1 I Interior Partition (2x4 Wood Studs) (Non -Rated) A5.2 Scale: 1 1/2" =1'-0" 52 1 Partial Height Interior Partition (2x4 Wood Studs) A5.2 Scale: 1 1/2" =1'-0" GA FILE NO. WP 3520 1 1 GENERIC 1 1 HOUR "S to 39IS - GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND One layer at flee Xplop or and wandgypsum wallboard! eds applied parallel bach late of 2 x 4 wood studs 24 oc. whit 6d mated nails twe long 00915 shar10/4? hem, 7 o c at Jdma and top entl bottom plates and r/e beetle of atlhesNe at Intermediate slutla Joints staggered 24 on opposite sldes (LOAD -BEARING) LLJ Thkkness: 4rh" - Approx. Walght 7 Pat Flee Test: FMWP90,8-21-67 Sound Test G&H NG-24617. 7-2.65 J3 Interior Fire Barrier (2x4 Wood Studs) (1-Hit Rated) A5.2 I Scale: 1 1/2" =1r-0" GA FILE NO. WP 3521 5/8" GWB ON 10 RESILIENT CHANNELS @ 24" O.C.- 5-1/2" ACOUSTIC BATT INSULATION- 2x6 WOOD STUDS - PLYWOOD SHEATHING PER STRUCTURAL (WHERE OCCURS)- 5/8" TYPE W GWB EACH SIDE- 5/8" GWB @ H5 ONLY 117 PLYWOOD @ H6 ONLY- NU I hS: 1. REFER TO STRUCTURAL DAMS FOR SHEAR WALL LOCATIONS. 2. AT SINGLESIDE SHEAR WALL LOCATIONS, LOCATE PLYWOOD PANEL ON CORRIDOR SIDE OF WALL, AND LOCATE RESILIENT CHANNEL ON SIDE OF STUD OPPOSITE PLYWOOD PANEL. 3. INSTALL RESILIENT GWB WI 114' GAP AT PERIMETER TO ALLOW GWB PANEL TO "FLOAT; FILL GAP W/ FULL BEAD OF SEALANT H4 I Interior Acoustic Fire Barrier (24 Wood Studs) (1-HR Rated A5.2 Scale:1 112" =1 r-0" GA FILE NO. WP 3660 H5 Interior Acoustic Fire Barrier (24 Wood Studs) (1-HR Rated A5.2 Scale:1 112" =1r-0" GA FILE NO. WP 3660 Interior Acoustic Fire Barrier (2x6 Wood Studs) (1-Hit Rated A5.2 I Scale:1 112" =1r-0" GA FILE NO. WP 3660 5/8" GWB ON 112" RESILIENT CHANNELS @ 24" O.C. 341T ACOUSTIC BATT INSULATION @ H, H2 5-112" ACOUSTIC BATT INSULATION @ H1, H3 2x6 WOOD STUDS @ H,H1, H3; 2X4 STUDS @ H2 PLYWOOD SHEATHING PER STRUCTURAL (WHERE OCCURS)-- (2) LAYERS 6V GWB 1/7 PLYWOOD @ H3 ONLY TOTES: REFER TO STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS. AT SINGLE -SIDE SHEAR WALL LOCATIONS, LOCATE PLYWOOD PANEL ON CORRIDOR SIDE OF WALL, AND LOCATE RESILIENT CHANNEL ON SIDE OF STUD OPPOSITE PLYWOOD PANEL. AT H1,H2 & 143, INSTALL RESILIENT GWB W/ 1W GAP AT PERIMETER TO ALLOW GWB PANEL TO "FLOAT"; FILL GAP W/ FULL BEAD OF SEALANT lH Interior Acoustic Partition (2x6 Wood Studs) (Non -Rated A5.2 Scale: 1 1/2" =1'-0" STC-50 H 17 Interior Acoustic Partition (24 Wood Studs) (Non -Rated) A5.2 Scale:1 1/2" =1t-0" STC-55 H2 Interior Acoustic Partition (2x4 Wood Studs) (Non -Rated) A5.2 Scale:1 1/2" =1'-0" STC-55 H3 Interior Acoustic Partition (2x6 Wood Studs) (Non -Rated) A5.2 Scale:1 112" =1 r-0" STC-55 3-1/2" ACOUSTIC BATT INSULATION 2x6 FRAMING PER STRUCT. PLYWOOD SHEATHING PER STRUCTURAL (WHERE OCCURS) PROVIDE 11T PLYWOOD WHERE NOT REQ'D BY STRUCT. BOTH SIDES OF WALL @ TYPE G4 ONE SIDE OF WALL @ TYPE G5 5/8" GWB ONE SIDE @ TYPE G5 ONLY NG4 Interior Partition / Wall (2x6 Wood Studs) Non -Rated) A5.2 Scale: 1 1/2"=1'-0r' F5I Interior Partition / Wall (2x6 Wood Studs) (Non -Rated) A5.2 I Scale: 1 1/2" =1'-0" 3-1/T 2x6 FRAMING PER STRUCT. PLYWOOD SHEATHING PER 5/8" TYPE W GWB EACH SIDE - -112 PLYWOOD ON STORAGE ROOM SIDE @ G3 I ka environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCHI GER E UCKER STA WASHINGTGN GA FILE NO. WP 3600 1 GENERIC 1 1 HOUR GYPSUM WALLBOARD, WOOD STUDS FIRE Interior Wall Types One layer ale" type X gypsum wallbmN applied at right angles to each side of 2 x 6 wood etude 16• o.c. with 21W Type s or W drywall straws 7" r.c. NOT FOR CONSTRUCTION Vedlral )olnts staggered 1 S' o.c., Imal-tal Iolnls staggered 24" o.c, on opposite to.. Tested at 5,1561be, per elud or 100 p-ant of design load. (LOAD -BEARING) - _ ' Thickness:- Approx,WelghL Spat Flre Test ITS J99.22441.2,10499 G2 Interior Fire Barrier (2x6 Wood Studs) (1-HR Rated) A5.2 Scale:1 1/2" =1'-0" GA FILE NO. WP]3660 - - Date G3 Interior Fire Barrier (2x6 Wood Studs) (1-HR Rated) 12.27.2018 A5.2 Scale:1 1/2" =1'-0" GA FILE No. WP Building Permit Submittal Revisions 1 - - 04.02.2019 Permit Revisions 3-10 ACOUSTIC BATT INSULATION @ Gi 2X6 FRAMING PER STRUCT. - - - PLYWOOD SHEATHING PER - - - STRUCTURAL (WHERE OCCURS) Drawn by: 5B"GWB EACH SIDAA Checked by (P.M.): SK - Checked by (O.C.): RT G Interior Partition / Wall 2x6 Wood Studs Non -Rated ( ) ( ) Project No. A5.2 Scale: 11/2"=1'-0" �� 15015A Interior Partition / Wall 2x6 Wood Studs Non -Rated ( )( ) R1 UB A5.2 /{�G1 cale:11/2"=P-0" p 2MME 1'-81/4" 3-12" ACOUSTIC 2x4 WOOD STUD FIR 0_Toilet Room Plumbing Chase Wall (Non -Rated) A5.2 Scale:1 1/2" =1'-0" 1/2" PLYWOOD IN LIEU OF GWB TYPE M1 ON STORAGE ROOM SII 2x6 WOOD STUD FRAMING 518" GWB EACH SIDE @ TYPE M 5-11T - 3-1/2" ACOUSTIC BATT INSULATION @ TYPE M2 ONLY General Notes - Sheets A51 - A5.2: 1. AT FIRE -RATED WALL ASSEMBLIES GYPSUM WALL BOARD SHALL BE TYPE X AND AT FIRE -RATED EXTERIOR WALLS EXTERIOR GYPSUM SHEATHING SHALL BE TYPE X. 2. STAGGER JOINTS ON ALL MULTIPLE LAYERS OF GWB. 3. ATTACH MULTIPLE LAYERS OF GWB WITH NAILS OR SCREWS; DO NOT USE ADHESIVE. 4. WHERE STRUCTURAL PLYWOOD IS REQUIRED ON ONE SIDE OF A PARTITION WITH RESILIENT CHANNELS, INSTALL RESILIENT CHANNEL ON OPPOSITE SIDE OF PLYWOOD. INCREASE NAIL OR SCREW LENGTH BY AMOUNT EQUAL TO THE THICKNESS OF THE PLYWOOD THICKNESS. 5. WHERE STRUCTURAL PLYWOOD IS REQUIRED ONLY AT SHEARWALL LOCATIONS, FURR OUT THE REMAINING LENGTH OF WALL FRAMING TO MATCH DEPTH OF PLYWOOD FOR A CONTINUOUS FLUSH WALL SURFACE. 6. OFFSET ELECTRICAL BOXES ON OPPOSITE SIDES OF ACOUSTIC PARTITIONS A MINIMUM OF 18 INCHES WITH AT LEAST ONE STUD BETWEEN BOXES. DO NOT INSTALL BOXES BACK-TO-BACK. SEAL OPENINGS AROUND BOXES WITH A NON -HARDENING SILICONE SEALANT. 7. AT DOUBLE ROW PARALLEL STUD ASSEMBLIES MAKE NO CONNECTION BETWEEN ROWS, UNO. B. SEAL PERIMETER ON BOTH SIDES OF ACOUSTIC PARTITIONS WITH NON -HARDENING SILICON MASTIC. 9. WHERE AN ACOUSTIC PARTITION ABUTS A CONTINUOUSLY FRAMED PARTITION, INTERUPT GWB AT THE POINT OF INTERSECTION AND SEAL JOINT LIBERALLY. DO NOT CONTINUE GWB BEHIND THE INTERSECTING STUD. 10. SEAL OPENINGS AROUND DUCT, PIPE AND OTHER PENETRATIONS WITH NON -HARDENING SILICONE MASTIC. 11. ACOUSTICAL BATT INSULATION THICKNESS PER WALL AND PARTITION TYPE. 12. AT RESTROOMS, BATHROOMS, JANITOR ROOMS, AND KITCHEN WALLS SUBSTITUTE MOLD AND WATER RESISTANT GYPSUM WALL BOARD FOR STANDARD GYPSUM WALL BOARD. 13. AIR BARRIER: SEAL PLYWOOD AND GYPSUM SHEATHING JOINTS AND PENETRATIONS AT EXTERIOR WALLS. 14. VAPOR BARRIER: USE PVA PRIMER AT ALL EXTERIOR WALL LOCATIONS WITH GWB INTERIOR FINISH. 15. WHERE STRUCTURAL PLYWOOD IS REQUIRED AT WALL TYPES WITH PLYWOOD FINISH, USE STRUCTURAL PLYWOOD AS THE FINISH. 3-1/2" ACOUSTIC BATT INSULATION A ONLY I 5/8" GWB EACH SIDE @ J, Jt, & J2 5/8" TYPE W GWB EACH SIDE @ J3 J1a I Interior Partition (3-1/2" Mtl k5.2 I Scale: 1 1/2" =1'-0" 518'GWB ON 1/2' RESILIENT CHANNELS @ 24" D.C. 3-12' ACOUSTIC BATT INSULATION @ H, H2 5-12" ACOUSTIC BATT INSULATION @ H1, HIS 2x6 WOOD STUDS @ H,H1, H3: PLYWOOD SHEATHING PER STRUCTURAL (WHERE OCCURS) (2) LAYERS 5/8" GWB 12" PLYWOOD @ H3 ONLY REFER TO STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS. AT SINGLE -SIDE SHEAR WALL LOCATIONS, LOCATE PLYWOOD PANEL ON CORRIDOR SIDE OF WALL, AND LOCATE RESILIENT CHANNEL ON SIDE OF STUD OPPOSITE PLYWOOD PANEL. AT H1,H2 & H3, INSTALL RESILIENT GWB W/ 1/4° GAP AT PERIMETER TO ALLOW GWB PANEL TO "FLOAT-; FILL GAP W/ FULL BEAD OF SEALANT H Interior Acoustic Partition (2x6 Wood Studs) (Non -Rated A5"2 Scale: 1 1/2" =1'-0" STC-50 51 1 Interior Acoustic Partition (2x6 Wood Studs) (Non -Rated A5.2 Scale: 1 1/2" =1'-0" STC-55 H2 I Interior Acoustic Partition (2x4 Wood Studs) (Non -Rated) A5.2 Scale: 1 1/2" =1'-0" STC-55 H37 Interior Acoustic Partition (2x6 Wood Studs) (Non -Rated) A5.2 Scale: 1 1/2" = 1'4' STC-55 3-12' ACOUSTIC BATT INSULATION 2x6 FRAMING PER STRUCT: PLYWOOD SHEATHING PER STRUCTURAL (WHERE OCCURS) PROVIDE IIT PLYWOOD WHERE NOT REQ'D BY STRUCT. BOTH SIDES OF WALL @ TYPE G4 ONE SIDE OF WALL @ TYPE GS- 5/8" GWB ONE SIDE @ TYPE G5 ONLY REVISE:PLAN APPROVED CITY OF EDBBUILDING DIVISION PLANS EXAMDATE T environmental WORKS Cpmmu"ty Design Center M M1 Interior Partition (2x6 Wood Studs+2x4 Furring) (Non -Rated) Scale:11/2" =1'-0" Interior Partition (2x4 Wood Studs) (Non -Rated) G4 V�- Interior Partition / Wall 2x6 Wood Studs Non-Rated ()( A5.2 Mil Scale: 11/2" =1'-0" ) Scale:11/2" =1'-0" M2 Interior Partition (2x6 Wood Studs+2x4 Furring) (Non-Rated)Partial Height Interior Partition (2x4 Wood Studs) A5.2 Scale: 1112" =1'-0" Scale:1 1/2" =1'-0" G5 Interior Partition / Wall 2x6 Wood Studs Non-Rated . q5.2 Scale: 1 1/2" =1'-0" 3-1/2"ACOUSTIC BATT INSULATION LT. GAGE MTL. FRAMING I> 5/8° GWB ON M" RESILIENT CHASE SIDE CHANNELS @ 24" O.C. L. I' Is Chase Wall A5.2 I Scale: 1 1/2" =1'-0" 1" GWB SHAFT LINER V GWB SHAFT LINER ACOUSTIC BATT INSULATION ACOUSTIC BATT INSULATION 2-12" METAL'C-r STUDS @ 24" O.C. °METAL "GT' STUDS @ 24" O.C. (1) LAYER 5/8" TYPE'X' GWB 0) LAYER 5/8" TYPE W GWB SHAFT SIDE SHAFT SIDE TYPE K1 TYPE K GYPSUM WALLBOARD, STEEL C-H or CT STUDS I rim=I I ouu is One layer l 24 p p t rytyp gypsumXp I handed betwe 2/ ff ors and 'ling J purrefs withH seellon 012/ propitaryCH orCT steal sshuds between PIs. ` OPPOSITE SIDE 0 ye /e proprledary type X gypsum wallboard applied Parallelor at fight Ong as to studs with t Type S drywall screws s c.c. Sound tested with 11/t" glass fiber insulallon friction fit in stud cowity and with the s/e" Proprietary type X gypsum wallboard applied with screws spaced 12" e.o. (NLB) PROPRIETARY GYPSUM BOARD Thickness: 31WApprox. Weight: 7 Pat Georgia Paeifie Gypsum LLC - e/e'ToughRoek®FlreguaM® Fire TesC UL R2717. 10CA13714, Gypsum Board 7.8-10 1"Dar.01sa®. Shuliner UL Design V473 Sound Test: .RAL TL08357 12.7.09 Shaft Wall (6" Metal C-H Studs) (1 Hour) A5.2 Scale: 1 1/2" =1'-0" GA FILE NO. WP 6851 (PROPRIETARY) K1 Shaft Wall (2-1/2" Metal C-H Studs) (1 Hour) A5.2 Scale: 1 1/2" =1.41 GA FILE NO. WP 6851 (PROPRIETARY) GA FILE NO. WP 3520 GENERIC 1 HOUR 35 tD 39 STC GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND One layer a/a"type Xplain orp bottom plo gypsum wallboartl applied parallelbeachiate of 2 x 4 wood studs 24" o.c. wfih 6tl coated nails, 1 r/s" long, 0.0915•' shank, +li' heatls, 7'• o.c. at }olnls and top antl bottom plates and ap" beatls of edhestue at intermediate studs. Joints staggered 24" on opposite sides. (LOAD -BEARING) LN Thlokness: 41k" Appmx. Weight: 7psf Flre Test FMWP90,8-21-67 Sound Test G&H NG-246FT, 7.2.65 J3 Interior Fire Barrier (2x4 Wood Studs) (1-HR Rated) A5.2 Scale: 1 1/2" =1'-0" GA FILE NO. WP 3520 50 GWB ON 12" RESILIENT CHANNELS @ 24' D.C. 5-1/2"ACOUSTIC BATT INSULATION - PLYWOOD SHEATHING PER STRUCTURAL (WHERE OCCURS) 5/8" TYPE'X' GWB EACH SIDE 5/8" GWB @ H5 ONLY 12" PLYWOOD @ H6 ONLY REFER TO STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS. AT SINGLE -SIDE SHEAR WALL LOCATIONS, LOCATE PLYWOOD PANEL ON CORRIDOR SIDE OF WALL, AND LOCATE RESILIENT CHANNEL ON SIDE OF STUD OPPOSITE PLYWOOD PANEL. INSTALL RESILIENT GWB W/ 1/4" GAP AT PERIMETER TO ALLOW G PANEL TO "FLOAT"; FILL GAP W/ FULL BEAD OF SEALANT H4 I Interior Acoustic Fire Barrier (2x6 Wood Studs) (1-HR Rated AU Scale: 1 1/2" =1'-0" GA FILE NO. WP 3660 H5 Interior Acoustic Fire Barrier (2x6 Wood Studs) (1-HR Rated A5.2 Scale: 1 1/2" =1'-0" GA FILE NO. WP 3660 H6 Interior Acoustic Fire Barrier (24 Wood Studs) (1-HR Rated' A5.2 I Scale: 1 1/21,=1'-01, GA FILE NO. WP 3660 3.1/2' ACOUSTIC BATT INSULATION 2x6 FRAMING PER STRUCT. PLYWOOD SHEATHING PER STRUCTURAL (WHERE OCCURS) 518" TYPE'R GWB EACH SIDE 1/2 PLYWOOD ON STORAGE ROOM SIDE @ G3 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206,329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED IaRDHB Gr:R E UCKER SPA WASNINGTON GA FILE NO. WP 3660 GENERIC j 1 HOUR GYPSUM WALLBOARD, WOOD STUDS FIRE _ Interior Wall Types One [eye, ile" type X gypsum wallboard applied at note orgiesto ewh side of 2 x 6 mod atuds 16" o.c. with 2+4' Type S or W drywall screws T' ox, Veddcal IoiMa staggered 16' o,c.horizontal }idols staggered 24" ox , on opposite sides. Tested at 5.156 [be per stud or, 00 percent of design lead. (LOAD -BEARING) lu Thickness: ".. Apo-. Weight: 8psf Fire Test: ITS J99-22441.2, 1099 G2 Interior Fire Barrier (24 Wood Studs) (1-HR Rated) A5.2 Scale: 1 1/2" = T-0" GA FILE NO. WP 3660 Date G3-1 Interior Fire Barrier (24 Wood Studs) (1-HR Rated) 12.27.2018 A5.2 I Scale: 1 1/2" =1'-0" GA FILE NO. WP 3666 Building Permit Submittal 3-1/2" ACOUSTIC BATT Revisions INSULATION @ G7 1 04.02.2019 Permit Revisions 2x6 FRAMING PER STRUCT. �� - - 4 4 01.31.2020 Permit Update 51/2'MTLSNDS Gta - PLYWOOD SHEATHING PER STRUCTURAL (WHERE OCCURS) 5/8"GWB EACH SIDE Drawn by AA Interior Partition / Wall (2x6 Wood Studs) (Non -Rated) Checked by(PM.): A5.2 I SCaW11/2"=1'-0" SK d by l Checked )• G1 Interior Partition / Wall (24 Wood Studs) (Non -Rated) Ito. Scale: 1 1/2" =1'-0" _ Project No.A5.2 15015A Interior Partition / Wall 51/2" Mtl Studs Non -Rated / QScale:1 [kG1 1/2" =1'-0" FEti 0 5 ^^ `5' �?;) GUi CITY U'"t'1;Hrfy,L..�,: ■■ TYOF EC;1i1NOf 2nd Floor Level - ALL PROPOSED ROOFING ASSEMBLIES WITH FOAM PLASTIC INSULATION ARE CLASS A OR C ROOFING ASSEMBLIES. 1 ULTGFU.R11436-ROOFING SYSTEMS y I I FLOOR FINISH PER ROOM FINISH SCHEDULE SOPREMANC - S 0 QUADRAT DR R11436 y o o n n. 1' GYPCRETE OVER 1/4"SOUND MAT WADSWORTH OH 44281-9571 USA hw CONCRETE PAVER Anv roof covering system listed for use over a combustible roof deck can be installed over anon -combustible roof deck and achieve the - I 3/4" PLYWD SUBFLOOR SHEATHING PER STRUCT. w - same classification - _ ADJUSTABLE PEDESTAL I I I WASHABLE ACOUSTIC CEILING PANELS @ FC8 ONLY y PLYWOOD WEB JOISTS PER STRUCT. ¢ w ? (1) LAYER CLASS B MEMBRANE ROOFING Upfform thickness or tapered insulation may be used in the following systems Provided thev do not exceed the indicated incline or - °'a PROTECTION LAYER LOOSE LAID OVER - (2) LAYERS 5/8" TYPE W GWB FC8b ONLY I z @ thickness.- (1) LAYER CLASS B MEMBRANE ROOFING IBC TABLE 722.6.2(1)_ FULLY ADHERED OVER COVERSOARD TIME ASSIGNED TO WALLBOARD MEMBRANES: °Soon-ISO"insulation may be used wherever pglysagianumte insulation is specified ` -- RIGID INSULATION TAPERED 318" PER FOOT TO 5/8" TYPE W GYPSUM WALLBOARD =40 MINS. CREATE SLOPE FOR ROOF DRAINAGE PROPOSED (2) LAYERS 5W TYPE X. For Combustible Roof Decks - Class A: z (MIN. INSUL. THICKNESS EQUIVALENT TO R38) DUCTWORK&PIPING (WHERE OCCURS) 1.Aminimum 3-in. think layer or a minimum two layers of 1.5-in. think" Sopra-ISO+r"or"Sops-ISO H+"Is placed directly over a wo - VAPOR BARRIER BASE SHEET combustibleroof deck and is covered with any UL Classified roof covering membrane used In any UL Class A roof covering assembly to rn SUSPENDED CEILING GRID SYSTEM PER SPEC. FCS Upper LandingNorth Stair achieve a Class A fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any n w y 314"PLYWD ROOF SHEATHING PER STRUCT. combination, anythlckness, may be used belowthe Sin. minimum total thickness of"Sopra-ISO+r^or"Sopra-ISO H+ r". The insulation wo - A5.3 Scale:1 1l2" = 1'-O° 3" ACOUSTIC BATT INSULATION may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier (non-UL classified) may WOOD WOISTS PER STRUCT. - w - f. also be used below. he Themaximurnin. lncline lion Joints c st be odancestaggered e Classifiof cation established for the embrtsorfrul the Insulation ion -ACOUSTIC CEILING TILE N0�• joints directly below. The maximum incline shall be In accordance with the Classification established for the membraneMsulation roof w w SPECIFIED RIGID POLYISOCYANURATE INSULATI FC8a Stair and Landing / CeilingAssembly1 Hour covering assembly; however the incline cannot exceed 112:12:, HAS A FLAME -SPREAD INDEX OF<75 AND A - A5.'3 Scale:11/2"=1'-0" IBC TABLE 722.6.2(1) Class C-Fully Adhered SMOKE- DEVELOPED INDEX OF<450 PER ASTM TEST E 84. 1. Deleted. - 2. Deck: C-15/32 Incline: Unlimited Insulation: -"Sopre-ISO i", "Sopra-ISO r Tapered", "Sopra-ISO+r", "Sopra-ISO+r Tapered", "Sopra-ISO F r", "Sopra-ISO F r Tapered", FICR41 Ceiling/Roof Assembly- South BalconyFLOOR FINISH PER ROOM FINISH SCHEDULE 'So m-ISO Premier-r', "Sopm-ISO H ", "So ra-ISO H+ ", "So -SO FB r" or "So m-ISO FB r Tapered", any combination, any FC37 Floor/Ceiling Assembly LAYERS OF PLYWOOD SHEATHING AS REQ'D FOR thickness. A5.3 Scale:11/2°=1'0° �ALIGNMENTW/ADJACENTGYPCRETEI@FC7aONLY) Membrane: AnyEPDM, PVC orToo membmneClassl8edbyULfor aClassA,BmCmtingwhen used diecdyover polylsacyanurate A5.3 Scale: 11/2°=1'-0' Insulation. 3/4"PLYWDSUBFLOOR WOOD FRAMING PER STRUCT. DWGS STANDING SEAM METAL ROOFING (1) LAYER 5/8" TYPE W GWB @ FC7 & FC7a (2) LAYERS 5/8" TYPE'X' GWB @ FC7b o n FLOOR FINISH PER ROOM FINISH SCHEDULE PER SPECIFICATIONS7F- - .. V GYPCRETE OVER 1W SOUND MAT MEMBRANE UNDERLAYMENT PER SPECS. ! II - 3N'PLYWD SUBFLOOR SHEATHING PER STRUCT (2) LAYERS PROTECTION BOARD -----PLYWOOD WEB JOISTS PER STRUCT. m R38 MIN. RIGID INSULATION FC7 I Intermediate Landing South Stair _ Q, Scale: / 1/2" =1r-0" 1 FOR BARRIER BASE SHEET A5.3 - - - - - - - -- - - - - - - - - - - - PLYWD SHEATHING PER STRUCT FC7a Floor Level @ Landing Stairs FLOOR FINISH PER ROOM FINISH SCHEDULE .�.� 3x8 T&G OAR DECKING PER STRUCT. ACJ.'3 Scale: 1 112" = 1'-0" - 1"GYPCRETE OVER 1W SOUND MAT a CAR DECKING SPANS BETWEEN GLULAM BEAMS AND TOP OF WALLS, SEE STRUCTURAL - - > 3"ACOUSTIC BATT INSULATION environmental w _ 3/4' PLYWD SUBFLOOR SHEATHING PER STRUCT. a y SUSPENDED CEILING SYSTEM WORKS a SUSPENDED CEILING SYSTEM FC7b Stair and Landing/ CeilingAssembly1 Hour 8"GWB ON 112" RESILIENT CHANNELS 24"O.C. PLYWD. WEB JOISTS PER STRUCT. DWGS s w 5/8" GWB Scale: / 1/2 1'-0" GA FILE NO. FC 5407 @ Community Design Center W N 1 A5.3 3" ACOUSTIC BATT INSULATION - - o NOTE: - - 402 15th Avenue East SPECIFIED RIGID POLYISOCYANURATE INSULATIO - FLOOR FINISH PER ROOM FINISH SCHEDULE ... , 5/8' GWB ON 10 RESILIENT CHANNELS @ 24" O.C. _ - - � _ - Seattle, Washington 98112 ::.:.... HAS A FLAME -SPREAD INDEX OF <75 AND A phone: 208.329.8300 SMOKE -DEVELOPED INDEX OF W50 1" GYPCRETE OVER 114"SOUND MAT ACOUSTIC PANELS, SEE RCP FOR LAYOUT AND - - fax: 206.329.5494 PER ASTM TEST E 84. - - DIMENSIONS 314"PLYWD SUBFLOOR SHEATHING PER STRUCT. - - - CR3 Ceiling/Roof Assembly-GWB CeilingFC5 Floor/Ceiling Assembly -Banquet Room Acoustic Panels FC2 Floor/Ceiling Assembly PLYWOOD WEB JOISTS PER STRUCT. DWGS Scale:11 e i 1'-0" Scale: 1/2"-1'-0" A5.3 Scale:1 1/2" =1'-0° A5.3 - A5.3 Edmonds Waterfront FILL JOIST CAVITY WI SPRAY FOAM INSULATION, THICKNESS TO ACHIEVER-38MIN. - - Center . 1 (2)LAYERS -5/8"TYPE'X'GWB New Construction [j*2 MBRANE ROOFING PER SPECSMBRANE UNDERLAYMENT PER SPECS. ---- -----�`��' FLOOR FINISH PER ROOM FINISH SCHEDULE T • FLOOR FINISH PER ROOM FINISH SCHEDULE n 220 RAILROAD AVE. ' PLYWD SHEATHING PER STRUCT. - SPECIFIED ICYNENE SPRAY FOAM INSULATION HAS A � 1"GYPCRETE OVER 1/4" SOUND MAT EDMONDS, WA 98020 FLAME -SPREAD INDEX OF 25 OR LESS AND A SMOKE- 1° GYPCRETE OVER 1/4" SOUND MAT - oA' I I CEILING JOISTS @ 16" O.C. s a DEVELOPED INDE%OF 450 OR LESS PER ASTM E84: I I 3/4"PLYWD SUBFLOOR SHEATHING PER STRUCT3/4" PLYWD SUBFLOOR SHEATHING PER STRUOT. - -6443 a PLYWOOD WEB JOISTS PER STRUCT.REGISTERED PLYWD. WEB JOISTS PER STRUCT. DWGS ARCHIRAY FOAM INSULATION, APPROX. 6" o SUSPENDED CHU YS 7 3"ACOUSTIC BATT INSULATION (OMIT@ FC1aICKNESS TO ACHIEVE R38 MIN. 1NAla_CftSESs�NSTAt.t.-ATDt� OFiG NEUb .t' 'rr' )518'W vvNeRUCTURAL STEEL (WHERE OCCURS) S1' y FOPM MUST S'f21Cl"I - _ 8"GWB ON 11T RESILIENT CHANNELS @ 24"O.C. GER E UCKERR STRUCT. DWGS.'PLYWOOD �BtAtitRBD B szT.�.l tk�. 2.(OMIT@FC1a)6 T&G CEDAR FC6b. Floor/CeilingAssembly 1 Ho r) vC °F Ih)Sut-Q`"�`O11 � � $0' _SUSENDED CEILING FRAMING SYSTEM NOTE' Scale:1 1/2"=1'-0" GA FILE NO. FC 540 e69-'31�1�j SPECIFIED ICYNENE SPRAY FOAM INSULATION HASA A5.3 3°ACOUSTIC GATT INSULATION - - H0rI20OtaI A55@moll@S FLAMESPREAD INDEX OF 25 OR LESS AND A SMOKE- DEVELOPED INDEX OF 450 OR LESS PER ASTM E84. FLOOR FINISH PER ROOM FINISH SCHEDULE 5/8"GWB ON 112"RESILIENT CHANNELS @24"O.C. NOT FOR CONSTRUCTION CR2 Cmmm eilin (Roof Assembly -Northwest Vestibule ,•GYPCRETE DVER,14"BDDND MAT F 11 Floor/Ceiling Assembly A5.3 Scale: 11/2"=V-0" 34"PLYWDSUBFLOOR SHEATH INGPER STRUCT. A5.3 Scale: 11/2" = T-O" PLYWOOD WEB JOISTS PER STRUCT. DWGS FC4 Floor/Ceiling Assembly - Banquet Room Gypsum Board FC1a Floor/Ceiling Assembly - Open to Structure FILL JOIST CAVITY WI SPRAY FOAM INSULATION, SCae:11/Z°=T-0° $Cale:11/2"=1'-0" 1 THICKNESS TO ACHIEVE R38 MIN. A5.3 A5.3 STANDING SLAM METAL ROOFING - (2) LAYERS - 5B" TYPE'X' EXT. GYP. SHEATHING @FC6 PER SPECIFICATIONS 7 (2)LAYERS -5/8"TYPE 'X'GWB @FC6a d SLAB PER CIVIL / LANDSCAPE, SLOPE @ 1/47T. - - - Date MEMBRANE UNDERLAYMENT PER SPECS. 1/4" F.C. SOFFIT BOARD OVER WRB AIR BARRIER AWAY FROM BUILDING WALLS o 2) LAYERS PROTECTION BOARD 1------COMPACTED FILL - - BUIId109 P@FFtllt SU111111KaI NOTE: Revisions R38 MIN. RIGID INSULATION SPECIFIED ICYNENE SPRAY FOAM INSULATION HAS A o z FLAME -SPREAD INDEX OF25 OR LESS ANDA SMOKE- m 1 04.02.2019 Permit Revisions VAPOR BARRIER BASE SHEET DEVELOPED INDEX OF 450 OR LESS PER ASTM E84. - ------------- - GA FILE NO. FC 5407 GENERIC 1 HOUR 35 to 39 STC $' PLYWD SHEATHING PER STRUCT. WOOD 1401sTS, GYPSUM WALLBOARD FIRE SOUND Base layer sh type X gypsum wellboend applied airtight angles to wood 11elste 24 o c. , 3x6 T&G CAR DECKING PER STRUCT. With 1+/4Type We, a drywetl screws 24 o c Face layer r/e type x gypsum w2llboam d d d q CAR DECKING SPANS BETWEEN GLULAM BEAMS or gypsum veneer base applied at right angles 0 lolste with 19s Type W or R drywall 12' STRUCTURAL CONCRETE SLAB PER STRUCT.. 1-HOUR FIRE RATING PER IBC TABLE 601 NOTE c.: AND TOP OF WALLS, SEE STRUCTURAL srrewe 12 o c at)olms snit Intemiedlate-jalsls and 1 v: Type G drywall screws 1 z on: placed z neck on either side of and joints Joints offset 2a from base layer lomts, d d 8" STRUC'TURAL CONCRETE SLAB PER STRUCT., d d Drawn bv: IN ALL OCCUPANCIES, HEAVY TIMBER SHALL BE ALLOWED Wood lJmsts supp.Mrg U. wood strucmrel panels applied at Mhtangla-mlast-- BdnalleCealng provldesonehourflre realstaneeprotectlon for l•Jolafs. - AA WHEREA 1-HOUR OR LESS FIRE -RESISTANCE RATING IS REQ'D. NOTE, - - - 15 MIL VAPOR BARRIER PER SPECIFICATIONS, AND SECTION 602.4.7 ROOFS: SPECIFIED RIGID POLYISOCYANURATE INSULATION. Approx. Calling d - LOCATE DIRECTLY UNDER BLAB Welght 5 per d 47 Checked by (P.M.): ROOF DECKS SHALL WITHOUT N OR GLUDSPACESAND ED OR T&D HAS A SMOKE- DEVELOPED INDEX OF45 AND Fire Test: FM FC 172,2-25,721-------- --- SK ROOF DECKS SHALL BE SAWN OR GLULAM, SPLINED OR T&G SMOKE- DEVELOPED INDEX OF u150 rrs, Bd-9B CAPILARY BREAK DRAINAGE LAYER- PILARY BREAK DRAINAGE LAYER-4" MIN. PLANK, NOT LESS THAN 2° NOMINAL IN THICKNESS... PER ASTM TEST E 84. - sa,na rash Rsumeted 4"MIN. BASE COURSE PER SOILS REPORT BASE COURSE PER SOILS REPORT Checked by (C.C.): Floor/Ceiling 1 Hour Rr Ceiling/Roof Assembly Exposed Car Decking FC6 COMPACTED STRUCTURAL FILL -COMPACTED STUCFILL III - - =IIII -u Project No. A5.3 Scale: 11/2"=1'-0" A5.3 Scale: 11/2" = T-0" GA FILE NO. FC5407 I IIII-IIII-IIII IIII IU - IIII- ill =IIII= 75075A CR1a Ceilin /Roof Assembly - Elevator Shaft Roof 1 Hour FC6a Floor/Ceiling Assembly 1 Hour S 22 Structural Slab on Grade SG1 Structural Slab on Grade RESUB A5.3 A5.3 Scale:1 112" =1'-0" A5.3 Scale: / 1/2" =1'-0" GA FILE NO. FC 5407 A5.3 Scale: 1 1/2" =1'-0" A5.3 Scale: / 1/2" = T-0" R�ttA�yPyR 0 8 2019 :: ul/ rrevystQ a/�/� 1 PER 3 ASSEMBLY OX JOIST BAY @ FIXTURE, 4 SIDES & TOP W/ (2) CTIONS LAYERS OF 5/1" TYPE'X' GYP. SHEATHING. CALCULATED FIRE -RESISTANCE RATING PER IBC 712.6.20) FOR WALLBOARD MEMBRANES = ZX40 = B0 MIN. MIN. 5/8" DEPTH HILTI FS-ONE INTUMESCENT. FIRESTOP SEALANT (OR EQUAL) AT PENETRATION TO PROVIDE "OUR RATING PER UUOPL FC. 7013 HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT (OR EQUAL) AT POINT OF CONTACT TO PROVIDE 1-HOUR RATING PER UVOPL FC. 7013 12 Recessed Light in 1-HR Horiz. Assembly A6.4 Scale: 1 1/2" =1'-0" WALL AND CEILING DRYWALL TO j CONTINUE INSIDE SOFFIT SIDEWALL EXHAUST GRILLES, - SEE MECH.. METAL EXHAUST � ROUNDINTAIN 1" CLEAR MIN. ALL AROUND 2X4 .._,-..., 2 X 4 FRAMING @ 24" O.C., TYP. WALL MOUNTED BINET PER I INTERIOR ELEVATICAONS I I SW TYPE T GWB, TYP. Q Exhaust Vent Soffit 1-HR Assembly Scale:1 1/2" =1'-0" MIN. SW DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT (QR EQUAL) AT PENETRATION TO PROVIDE 1-HOUR RATING PER UUOPL FC. 7013 IEXHAUST FAN WANTEGRATED CEILING RADIATION DAMPER, SEE MECH. BOX JOIST BAY @ FAN OR DIFFUSER 4 SIDES & TOP W/ (2) LAYERS OF SW TYPE'X' GWB 10 Exhaust Fan Penetration @ 1-HR Assembly A6.4 Scale: 1 1/2" =1'-0" SECTIONS WRAP DUCT WITH 1-112" HIGH DENSITY MINERAL WOOL SIZE OF DUCT VARIES, SEE MECH. Q Exhaust Duct in 1-HR Horiz. Assembl Scale: 1 1/2" = T-0" IN 5/8" THICKNESS OF CAULK APPLIED WAN US, FLUSH WITH GWB AND MIN 1W G BEAD OF APPLIED TO GWBIPENETRANT CONTACT POINT, I BOTH SIDES OF WALL REGULAR COPPER PIPING OR STEEL CONDUIT 4AX STEEL ELECTRICAL METALLIC TUBING 6SEMBLIES PER PLANS r7 Firestopping A A Scale: 3" = 1'-0" UL SYSTEM NO. W-L-1001; F-RATING = 1 HR NOTES 1. MAXIMUM DIAMETER OF OPENING = 75/8". 2. ANNULAR SPACE = MINIMUM llV', MAXIMUM = 3/4'. ITEM AS ALLOWED BY UL H HILTI FS-ONE INTUMESCENT LANT, TYP. .00RICEILING ASSEMBLY PER UC4 --MIN 5/8" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, TYP. ° 1 Typ. Firestopping for Mtl Pipe @ 1-HR Ass'ly A6.4 Scale: 1" = 1'-0" UL SYSTEM NO F-C-1059 F-RATING =1-HR NOTES: 1. MAXIMUM DIAMETER OF OPENING=14112'. 2. ANNULAR SPACE= MINIMUM G', MAXIMUM =2IW. 3. PIPE MAY BE INSTALLED W/ CONTINUOUS POINT OF CONTACT. 4. PIPE MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45" FROM PERPENDICULAR. 1-HR. WALL ASSEMBLY PER PLANS MIN. 518" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, TYP. PENTRATING ITEM AS ALLOWED BY TESTED UL ASSEMBLY MIN. 10 BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT s Typ. Firestopping for Mtl Pipe @ 1-HR Ass'I A6.4 Scale: 1" = 1'-0" UL SYSTEM NO. W-L-1054F-RATING = 1-HR IN. 518" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT (OR EQUAL) AT DUCT PENETRATION TO PROVIDE 1-HR RATING PER UIJOPL FC. 7013 i STRAP DUCT TO CENTER OF STUD - EVERY 17 O.C. (26 GAUGE GALVANIZED STL) MAX. 4" NOMINAL DIA. SHEET METAL DUCT (MIN. 26 GAUGE) TO EXTERIOR NOTES' 1. MAX. DIA: OF PENETRATION TO BE 5" PER UL. 2. ANNULAR SPACE OF PENETRATION = MIN.114"IMAX. 314" PER UL. - 4 Typ. Duct Penetration Firestopping 1-HR Ass'ly A A Scale: 9" =1'-0" NOTES: 1. MAX DIAMETER OF OPENING FOR 1-HR RATED ASSEMBLY IS 2-1/7. 2. ANNULAR SPACE BETWEEN CABLE BUNDLE AND OPENING = MIN 0, MAX 1/2". 3. CABLES TO FILL A MAXIMUM 459% OF CROSS -SECTIONAL AREA OF OPENING. 1-HR WALL PER PLANS MAX 2" DIA CABLE BUNDLE PER ASSY 'MIN. 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, TYP. 1-HR FLR/CLG ASSEMBLY PER SECTIONS am environmental WORKS ._ ...... ,.., . _... - Community Design Center _ PROVIDE GENEROUS BEAD OF HILTI FS-ONE 402 15th Avenue East JfjiJ!hV-Lr1L INTUMESCENT FIRESTOP SEALANT FLUSH WITH Seattle, Washington 98112 BOTTOM OF TOP PLATE, TYP. phone: 206.329.8300 fax: 206.329.5494 Typ. Firestopping for Cables @ 1-HR Assembly A6.4 Scale: l" = 1'-0" UL SYSTEM NO, FC3012 F-RATING =1-HR Edmonds Waterfront Center DN TEB New Construction 1. ANNULAR SPACE FOR BRANCH PIPE = 0". 2. ANNULAR SPACE FOR VENT PIPE=MINIMUM O", MAXIMUM I". 3. PLASTIC PIPE MAY BE INSTALLED WITH CONTINUOUS POINT OF CONTACT. 4. WHEN ANNULAR SPACE IS 1/4" OR LESS, ONLY A MINIMUM 112" BEAD OF HILTI FS-ONE - 220 RAILROAD AVE. INTUMESCENT FIRESTOP SELANT IS REQUIRED AT TOP PLATE AND SUBFLOOR, EDMONDS, WA 98020 COVERING ANNULAR SPACE. - 5. HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT MAY BE INSTALLED WITHIN THE SUBFLOOR OR WITHIN THE ANNULAR SPACE OF THE SILL PLATE. 6443 6. PVC AND ASS PIPE = SCHEDULE 40, CELLULAR OR SOLID CORE. CPVC PIPE =SDR 13.5. REGISTERED _----MIN.3W DEPTH HILTI FS-ONE INTUMESCENT ARGHB Az FIRESTOPSEALANT MIN'1/2" BD HILTI FS-ONEGER E UCKER MIN. 1/2" BD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT sTA wAeN1NeYGw INTUMESCENT FIRESTOP POINT OF CONTACT SEALANT AT POINT OF _ CONTACT, TYP.. Firestopping Details MAX 3" DIA PLASTIC BRUNCH NOT FOR CONSTRUCTION PIPE MAX4"NOMDIAPLASTICVENTPIPE - MIN. 1/2"BD HILTI FS-ONE 1-HR WALL ASSEMBLY PER PLANS, TYP INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT 1 Typ. Plastic Pipe Firestopping 1-HR Ass'ly A6.4 Scale: I" = 1'-1)" UL SYSTEM NO F-C-2126. F-RATING =1-HR Date 12.27.2018 Building Permit Submittal NOTES: DIAMETER OF OPENING TO BE MAXIMUM 1/2" LARGER _ - Revisions THAN OUTSIDE DIAMETER OF CLOSET FLANGE 1 04.02.2019 Pean6 ReAslons _ - 1-HR FLR/CLG ASSEMBLY PER PLANS, TYP. PVC OR ABS CLOSET FLANGE SECURED TO . SUBFLOOR W/STL SCREWS MIN. 3W DEPTH HILTI FS-ONE INTUMESCENT - - - FIRESTOP SEALANT, TYP. Drawn by: AA _ Checked by (P.M.): SK Checked by (C.C.): RT "NOM.PLASTIC(PVC OR ABS) SCHEDULE 40 DRAIN Pro ect No. RESU - PIPE &ELBOW 15015A 1 Typ. Closet Flange Firestoppin 1-HR Ass'lyr APR 0 8 1111 1 A5.4 A6.4 Scale: l" = V-O" UL SYSTEM NO. F-G2203. -RATING =1-HR NN [The 0.3 Shower Compartment Seats. height of shower compartment seats shall be 17 inches (430 mm) minimum and 19 inches85 mm) maximum above thebathroom floor, measured to the top of the seat. In transfer -typed alternate roll -in -type showers, the seat shall extend along the seat wall tc a point within 3ches (75 mm) of the compartment entry. In standard roll -in -type showers, the seat shall extend m the control wall to a point within 3 inches (75 mm) of the compartment entry. Seats shall mply with Section 610.3.1 or 610.3.2. 610.3.1 Rectangular Seats. The rear edge of a rectangular seat shall be 21/ 2 inches (64 mm) maximum and the front edge 15 inches (380 mm) minimum and 16 inches (405 mm) maximum from the seat wall. The side edge of the seat shall be 11/ 2 inches (38 mm) maximum from the back wall of a transfer -type shower and 11/ p inches (38 mm) maximum from the control wall of a roll -in -type shower. 15-16 380405 x E 7 MIS 2112 max 64 FIG. 610.3.1 RECTANGULAR SHOWER COMPARTMENT SEAT 610.3.2 L-Shaped Seats. The rear edge of an Lshaped seat shall be 21/ 2 inches (64 mm) maximum and the front edge 15 inches (380 mm) minimum and 16 inches (405 mm) maximum from the seat wall. The rear edge of the "L" portion of the seat shall be 11! 2 inches (38 mm) maximum from the wall and the front edge shall be 14 inches (355 mm) minimum and 15 inches (380 mm) maximum from the wall. The end of the "L" shall be 22 inches (560 mm) minimum and 23 inches (585 mm) maximum from the main seat wall. 22-23 558-585 1 1 r� 2%max �n 64 15-16 380-405 FIG. 610.3.2 L-SHAPED SHOWER COMPARTMENT SEAT ROOM SIGNAGE TO BE 48" MIN. ABOVE THE FLOOR MEASURED TO THE BASELINE OF THE LOWEST RAISED CHARACTER AND 60" MAX. ABOVE THE FLOOR MEASURED TO THE BASELINE OF THE HIGHEST RAISED CHARACTER, TYP. OUNTERTop WORK SURFACE, 30" MIN. WIDTH KNEE SPACE r,1'PE1 NOSHARPRABRASIVE SURFACES UNDER OPEN COUNTER MIN. 2R FRONT VIEW KITCHEN WORK SURFACE 11 Typical Work Surface Elevation at Kitchens A6.1 Scale: 1/4" = 1'-0" 36" SINK EXPOSED PIPES AND SURFACES SHALL BE INSULATED, NO SHARP S m g r OR ABRASIVE SURFACES UNDER SINKS OPEN FINISH FLOOR MIN. FRONT VIEW KITCHEN SINK 10 Typical Kitchen Sink at Common Areas A6.1 Scale:1/4" =1' 0' 1. GRAB BARS MUST WITHSTAND 250LB LOAD 2. GRAB BARS ARE AS PROVIDED BY UNIT SHOWER MFR W/ INTEGRATE BLOCKINGIBACKING AS REQ'D FOR ANCHORAGE &SUPPORT 3. HAND SHOWER TO BE ON 24" SLIDE BAR W/ 60' 5'-0' (CILR INTERIOR (MIN.)LOW HOSE -HOSE LENGTH TO 2-T GENERAL ACCESSIBILITY NOTES ACCOMMODATE USE ON HOOK PROVIDED 6" MAX 1. ALL FIXTURES, DIMENSIONS, AND CLEARANCES SHALL COMPLY WITH ANSI 117.012009. END WALL . 2-10' CLR INTERIOR ) 2. PROVIDE REINFORCEMENT BLOCKING FOR INSTALLATION OF GRAB BARS IN COMPLIANCE WITH ANSI 117.01 2009, SECTION 604.5 2-00" CLR INTERIOR) HAND SHOWS HAND SHOWER - - - - - - - - - 3. PER ANSI 804.5, MICROWAVE OVEN CONTROLS SHALL BE LOCATED ON THE FRONT PANELS OF THE APPLIANCE, LOCATED 46" MAX ABOVE THE FLOOR. -MIXING VALVE 4. PER ANSI 804.5.6, COMBINATION REFRIGERATOR FREEZERS SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER GRAB BARS c BELOW 54" ABOVE FLOOR. - _ _ LOCKING ____ _ _ n f AND GRAB - _ 1 -T-6' 6" _MAX. 5. PER ANSI 804.4 & 606, WATER SUPPLY AND DRAINPIPES UNDER SINKS SHALL BE INSULATED OR CONFIGURED TO BARSAS " REaD PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS ER SEAT PER MFR -GRABBAR I 6. PER ANSI 603.3, THE MIRROR PROVIDED ABOVE THE LAVATORY SHALL BE 4V MAX FROM THE BOTTOM EDGE OF MIRROR 21/2' BEGINNING AT TO THE FLOOR. MAX. 24'36',1 1/2' MAX. MAX. THE EDGE OF 7. ALL OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR SEAT TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVIATE OPERABLE PARTS SHALL BE 5.0 POUNDS MAX. All SHOWER SE OPERABLE PARTS SHALL BE PLACED BETWEEN 34"MIN-06"MAX HEIGHT. PER MFR WALL FACING C ROL END WALL FACING BACK - WALL FACING HEAD END 7 Roll -In ower The folding seat must meet the dimensional requirements of ICC Al17.1-09, 610. Specify all dimensions to demonstrate compliance. ICC Al17.1-09, 608.2.3.2 -SOAP DISP. - F.O.1.0. -PAPER TOWEL DISP. F.0.1.0. -WALL HUNG SINK, TYP. --INSUU+TION ON ALL EXPOSED PLUMBING SUPPLY AND WASTE LINES s Typical Restroom Sink A6.1 Scale: 1/4" =1'-0" NOTE: SEE ANSI 602. FOR DRINKING FOUNTAIN REQUIREMENTS WATER CLOSET NOTES: 1. GRAB BARS MUST WITHSTAND 260LB LOAD 1 12 MN PROVIDE - BACKINGAS REQ'D. FOR GRAB BARS, TYR s N /-\myuiaiory wall mounter A6.1 Scale: 1/4" =1'-0" WATER CLOSET NOTES: 1. GRAB BARS MUST WITHSTAND 250LB LOAD FLUSH CONTROLS STANDING LOCATED ON THE PERSONS OPEN SIDE OF FOUNTAIN WATER CLOSET- S" z BOTTLE FILLING MAX, 2E STATION PER N 4 PLUMBING 15" SCHEDULE MIN. PLAN 54' MIN. ,47 MIN. 2" MAX. 5'-W CLR. MIN.- - - set Elevations 39'-01' 18" - 54"MIN. 12" MIN. 12 MAX. 42' MIN.. �I I I I s Fire Extinguisher Mounting Heights rs_,� ! Drinking Fountain Mounting Heights 2 1 Accessible Wall Mounted Water Closet Elevations A6.1 Scale: 1/4" =1'-0" A6.1 Scale: 1/4" =1'-0" ! 1 Scale: 1/4" =1'-0" LRHELF OD Ll ROBE CLOSET SHELF PAPER TOWEL HOOK AND ROD DISPENSER MOUNTED BABY GING STATION P-3" AGING STATION IN OPEN POSITION WATER CLOSET NOTES: 1. GRAB BARS MUST WITHSTAND 256LB LOAD - - 39"- FLUSHCONTROLS le - 54 LOCATED ON THE 2-0" 12" MIN. 12 MAX. 42 OPEN SIDE OF MIN. WATER CLOSET I - -24- MIN. REVIEWED April 13, 2019 Reviewed by: DBeck BECK & ASSOCIATES, PLLC ii environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.6494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED AROHI -PROVIDE BACKING GER U__ AS REQ'D. FOR sTA wASNINe'1'ON GRAB BARS, TYP. AS REQ'D. FOR GRAB BARS, TYP. Accessibiliti Details &Notes NOT FOR CONSTRUCTION Date 12.27.2018 Building_Permit Set Revisions __02.2019 Permit Revisions Drawn by: - _ sc _ SK -_____- Checked by (O.C.): RT _ _ __ __. 15015A I�ESU 12 Typical Room Si na a MountingHeight a AccessoryMounting Heights - Accessible a Wall Mounted Changing Table �� Accessible Floor Mounted Water Closet Elevations APR 0 8 2019 A6.1 A6.1 Scale: 1/4" =1'-0" A6.1 Scale: 1/4" =1'-0" A6.1 Scale: 1/4" =1'-0" A6.1 Scale: l/4" =1'-0" BF MOVABLE PARTITION WHEN DEPLOYED PARTITION TRACK ABOVE 2-SECTION BI-FOLDING POCKET DOOR u�7 PARTITION STACK IN STORAGE POCKET 6'-3• 2 7 NOTE: 1. SEE SHEETA6.1 FOR FIXTURE, GRAB BAR, & ACCESSORY MOUNTING HEIGHTS. 2. ALL FIXTURES, DIMENSIONS, AND CLEARANCES SHALL COMPLY WITH ANSI 117.01 2009 3. ALL BATH ACCESSORIES EXCEPT GRAB BARS FURNISHED BY OWNER, INSTALLED BY OWNER. PROVIDE BLOCKING AS REQUIRED. AMBULATOR\ ACCESSSIBLE STALL PROVIDE GRAB BARE PER SHEET A6.' AMBULATORY AOCESSSIBLE STALL• PROVIDE GRAB BARS PER SHEET A6.1 1st & 2nd Floor Mens Restrooms 120 & 237 3 1 st & 2nd Floor Womens Restrooms 121 & 238 A6.2 Scale: 1/4" =1'-0" !.2 Scale: 1/4" =1'-0" WALL -MOUNTED LIGHT FIXTURES WALL -MOUNTED LIGHT FIXTURES MIRROR MIRROR, TYP. SOAP DISPENSER, MIRROR, TYP. SOAP DISPENSER, PLAM WAINSCOTTING W/ MTL. CAP @ ALL SOLID SURFACE COUNTER& BACKSPLASH W/COUNTER / - F.O.I.O. TYP. SOLID SURFACE COUNTER& BACKSPLASH W/COUNTER F.0.1.0. TYP. WALLS, TYP. SUPPORT BRACKETS Y.O" O.C.TYP _ _ _ _ _ _ SUPPORT BRACKETS 3'-0" O.C.TYP -SEE SPECS.. -SEE SPECS.. F SOLID SURFACE COUNTER & BACKSPLASH WICOUNTER PLAM WAINSCOTTING @ I I I I I c o PLAM WAINSCOTTING @ c o SUPPORT BRACKETS T-0" O.C.TYP -SEESPEC9.. JI - ALL WALLS, TYP. - - N o '- _ ALL WALLS, TYP. �., d - ~ v _ BASE PER FINISH BASE PER FINISH SCHEDULE.SCHEDULE - 15-8" BASE PER FINISH SCHEDULE PIPE INSULATION FQAM PIPE INSULATION .. jWP @ALLSINK WASTE& _ - OW. @ALL SINK WASTE & SUPPLY LINES) SUPPLY LINES) to 1st & 2nd Floor Womens Restrooms 121 & 138 s 1st & 2nd Floor Mens Restrooms 120 & 237 z 1st & 2nd Floor Womens Restrooms 121 & 238 As.2 Scale: 1/4" =1'-0" As.2 Scale: 14' =1'-0" A6.2 Scale: 1/4" =1'-0" WALL -MOUNTED LIGHT FIXTURr PAPER TOWS DISPENSER, F.O.I.O. TYP PLAM WAINSCOTTIN( W/ MTL CAI LOCATION PER 1/A6.: PROVIDE BLOCKING C GRAB BARS, TYF WALL MOUNTED T.P HOLDER, F.O.I.O. TYP BASE PER FINISI SCHEDUU q 13 Multipurpose Room Movable Partition ��Z s 1st & 2nd Floor Mens Restrooms 120 & 237 A6.2 Scale: 1/4" = 1'-0" A6.2 Scale: 1/4" =1'-0" n MOVABLE PARTITION - WHEN DEPLOYED PARTITION TRACKABOVE - 2SECTION BWOLDING - POCKET DOOR 1'-2112' MIN. WIDTH PER MFG. IIIY.� �.IYIIIE��I� — ACCESSIBLE URINAL PER SHEET ABA WALL -MOUNTED LIGHT FIXTURE PAPER TOWEL DISPENSER, F.0.1.0. TYR PLAM WAINSCOTTING Wl MTL. CAP @ ALL WALLS, TYP. PROVIDE BLOCKING @ GRAB BARS, TYP. WALL MOUNTED T.P. HOLDER, F.0.1.0 TYP. SCHEDULE d \ 1st & 2nd Floor Women's Restrooms 121 & 238 PLAM WAINSCOTTING - - PLAM WAINSCOTTING WI MTL. CAP. W/ MTL. CAP @ ALL WALLS, TYP. @ ALL WALLS, TYP: PROVIDE BLOCKING @ - PROVIDE BLOCKING GRAB BARS, TYP @ GRAB BARS, TYP 0 SEAT COVER DISPENSER, F.0.1.0. SEAT COVER TYR DISPENSER, F.0.1.0. PARTITION STACK - TYP. IN STORAGE POCKET BASE PER FINISH _4 '' ' 1-9. 1-6" SCHEDULE � F MAX. -COMFORT HEIGHT TOILET 1z Banquet Room Movable Partition 1st & 2nd Floor Mens Restrooms 120 & 237 As.2 Scale: 1/4" = T-0" A6.2 Scale: 1W' = T-O" �* ' MAX. COMFORT HEIGHT TOILET SCHEDULE a 1 st & 2nd Floor Womens Restrooms 121 & 238 As.2 Scale: 1/4" = T-O" SEE 5/A6.1 FOR TYP. DRINKING FOUNTAIN HEIGHTS & CLEARANCES WALL MOUNTED CHANGING STATION - jer. environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington98112 phone: 206.329.8300 fax: 206.329.6494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCH] _ C GER E UCKER sYA wasNlrvaroN Enlarged Plans Interior Elevations NOT FOR CONSTRUCTION G21A5.2 G31A5.2 FIRST FLOOR G21A5.2 SECOND FLOOR Date G3/Asz 12.27.2018 FIRST Building Permit Submittal FLOOR Revisions G2+H6/A5.2 1 04.02.2019 Pelmlt Reviaons SECOND FLOOR Drawn by: sc Checked by (P.M.): SK Gil IW.I C—� tllHl J.I 1—� RESU R - (r1t T 56"10IN. CLR. 56"MIN. CLR. APR 0 $ 2019 Project No. - 15015A 1 Enlar ed Floor Ian - 1st & 2nd Floor Restrooms Z A6.2 As.2 Scale:1/4" = T-0" LIGHT FIXTURE SUPPORT BRACKET PENDANT LIGHT FIXTURE, TYP. ACCESSIBLE GATE WI LOCK N PLAM. WAINSCOTTING - PLAM COUNTER & BACKSPLASH - ACOUSTICAL PANELS UNDER STAIRS PER SPECS. SERVICE WINDOW PLAM COUNTER & BACKSPLASH MICROWAVELOCKS @ ALL CAB. DOORS, TYP. LIG PEI DISPLAY CASE �A111 LIGHT FIXTURE, TYP. OPEN CABINET WI - ADJUSTABLE SHELVES 4" RUBBER PLAM COUNTERTOP & BACKSPLASH SURFACE MOUNTED LIGHT FIXTURE, TYP. PLAM WAINSCOTTING LOCATION PER 1IA6.3 DRYER F.O.I.C. WASHER, F.O.I.C. . .3'4T 2'-6" 2'-6" 2'-6" UNDERCOUNTER SCRIBE 2'-9" T-V � 3'-0" �V33" REF. MIN. 14 Coffee Kiosk 106 10 Laundry 125 7 � Laundry 125 A6.3 Scale: 1/4" = 1'-9' A6.3 Scale: 1/4" = 1'-0" A6.3 Scale: 1/4" = 1'-0" LIGHT FIXTURE SUPPORT BRACKET WALL MOUNTED LIGHT FIXTURE, TYP. GWB BEYOND LOCKS @ ALL CAB. DOORS, TYP. 6'•8" ® WALL -MOUNTED LIGHT FIXTURES MIRROR ROLL -IN SHOWI I SER, TYP. PAPERTOWEL SEE7/A6.1 ISPENSER, F.0.1.0. TYP. PLAM COUNTER & BACKSPLASH WICOUNTER SUPPORT BRACKETS " O.C. TYP. - SEE SPECS. S FOAM PIPE INSULATION - (TYP. @ ALL SINK WASTE & SUPPLY LINES) SOAP DISPENSER & PAPER TOWEL DISPENSER, F.0.1.0. TYR RUBBER BASE PLAM. WAINSCOTTING PLAM. COUNTERTOP& BACKSPLASH DASHED LINE OF UNDER COUNTER REF. F.O.I.C. sv * 4"RUBBERBASE 3 Rec./Mark./Stor.124 A6.3 Scale: 1/4" =1'-0" SEE 1IA6.1 FOR GRAB BAR MOUNTING LOCATIONS CERAMICTILE WAINSCOTTING - LOCATION PER 1/A6.3 CL IMR N OPEN @ HANDWASH SINK 4"MAPLE BASE BEYOND: 2'-6"CLR. MIN. 6"POLISHED TILE 1S8" BASE 13 Coffee Kiosk 106 s Green Room 127 �� Family WC 126 z Family WC 126 A6.3 Scale: 1/4" =1'-0" A6.3 Scale: 1/4" =1'-0" A6.3 Scale: 1/4" =1'-0" A6.3 Scale: 1/4" =1'-0" 12Coffee Kiosk 106 A6.3 Scale: 1/4" =1'-0" COUNTERTOP MICROWAVE PLAM COUNTERTOP & BACKSPLASH- POINT-0E-SALE LOCKS @ ALL CAB. DOORS, TYP. %� Coffee Kiosk 106 A6.3 Scale: 1/4" =1'-0" R COUNTERTOP 1. SEE SHEET A6.1 FOR FIXTURE, GRAB BAR, & ACCESSORY MOUNTING HEIGHTS. 2. ALL FIXTURES, DIMENSIONS, AND CLEARANCES SHALL COMPLY WITH ANSI 117.012009 - 3. ALL BATH ACCESSORIES EXCEPT GRAB BARS FURNISHED BY OWNER, INSTALLED BY OWNER. PROVIDE BLOCKING AS REQUIRED. Ea environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329,8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED AlRCHi GER E UCKER STA WASIiINGTGN Enlarged Plans- I""w" DISPENSER, F.O.I.O. TYP. L-J IMIN - G11A5.2 DISPLAY CASE � I F.E.C. I Interior EI@VatIOnIS - POINT-OFSALE FOAM PIPE INSULATION ---- 11 (TYP. @ ALL SINK WASTE & _ H NOT FOR CONSTRUCTION SUPPLY LINES) BlA5.1 CERAMICTILE POINT -OF -SALE - - 6"POLISHED TILE BASE ____3'-2V2' 2S' i �- 1, 6 Family WC 126 125 ILI As.3 ' 1 0 I �� 'GREEN �200M �)IX COLUMN PER I \�/ STRUCTURAL A63 Scale:14"=1'-9' NDRY' ;I --125 S,Igft LINE OF STAIRS ABOVE - 14 A6.3 112 j_ 104sq 3-0 \'� 4 / G11A5.2l I rsq � /ESPRESSO MACHINE WIDate CREAM&SUGAR, F.0.1.0. 13 �L �I� „„-,,,--- UNDERCOUNTER - I - AWC 12.27.2018 O -REFRIGERATOR - - I. 1 - A6.3 7 - p_Building Permit Submittal ACCESSIBLE GATE - I J3lA5.2 4 9 A6.3 LOUVER, TYP. I I Revisions WI LOCK 106 I (SEE MECH.) I I� _ \� I 4 COFFEE KIOSK; 7 CLR. 1 04.02.2019 Permn ReAsbns r _ TRASH & RECYCLING - 276 S ft I - G11A5.2 :. _o. _ _ __ \�� G11A5.2 SLOTS IN COUNTERTOP; q I CL - - / I \I - ADAACCESSIBLE RECEPTACLES BELOW HANDWASH SINK - - I INSIDECA- - _ 1-6° - 1-6" 3 51/4" L2'-131'r - - F - I DRESSING ROOM CERAMIC TILE SHOWER CURTAIN ROD MIN. - \ I ; , W! BUILT-IN BENCH N WAINSCOTTING MAPLE PANEL STAIRS TO 2ND FLOOR I J3/A5.2 LOCATION PER 1/A8.3 A6.3 Drawn bv: J21A52 I SEE 1/A6.I FOR GRAB BAR - _--_-_-� _-_-_-_-_-. G' - - sc I STORAGE MOUNTING LOCATIONS G-9 aW O UP I UNDER STAIR 124 � Chedted by (PSK REC./MARK./STOR. DASHED LANE uAsz ROLL -IN SHOWER STALL- REPRESENTS Checked by (Q.C.): 391 Sq ft EXTENT OF TILE - %,� SEE 7/A6.1 FOR DIMS. WAINSCOTTING RT jay"r°� L,� AP 08 2019 HIA5.2 - WALL MOUNTED T.P. - - _ _ "7" �.--/ Pooled No. HOLDER, F.0.1.0. TYP. - - - - Mom - 1501 $/� FOLD -DOWN 6" POLISHED TILE BASE BENCH - - 6 Enlarged Floor Plan - Coffee Kiosk Family WC 126 1First Floor Rec / Laundry / Fam. WC Z /46.3 A6.3 Scale: 1/4" 1'-9' z A6.3 Scale: 1/4" =1'-O" (A63)Scale: 14' =1'-0" COUNTERTOP MICROWAVE 4 E- SHOWER CURTAIN ROD - WALL -MOUNTED LIGHT FIXTURES MIRROR ROLL -IN SHOWER -SEE SOLID SURFACE COUNTER& 7/A6.1 FOR DIMS. BACKSPLASH W/COUNTER SUPPORT BRACKETS 3'-0" O.C. TYP. - 3. -SEE SPECS. SOAP DISPENSER & PAPER TOWEL 1 ) DASHED LINE REPRESENTS EXTENT OF PLAM _ WAINSCOTTING-�. ,CKET IT SURFACE MOUNTED LIGHT FIXTURE, TYP. OPEN CABINET W/ ADJUSTABLE SHELVES 4" RUBBER BASE 'ANEL BEHIND SINK 'OUNTERTOP& PLASH SURFACE MOUNTED LIGHT FIXTURE, TYP. PLAM WAINSCOTTING LOCATION PER 11A6.3 DRYER, F.O.I.C. WASHER, F.O.I.C. RUBBER BASE NOTE: 1. SEE SHEET A6.1 FOR FIXTURE, GRAB BAR, & ACCESSORY MOUNTING HEIGHTS. 2. ALL FIXTURES, DIMENSIONS, AND CLEARANCES SHALL COMPLY WITH ANSI 117.012009 3. ALL BATH ACCESSORIES EXCEPT GRAB BARS FURNISHED BY OWNER, INSTALLED BY OWNER. PROVIDE BLOCKING AS REQUIRED. PLAM. WAINSCOTTING PLAM. COUNTERTOP& BACKSPLASH DASHED LINE OF UNDER COUNTER REF. F.O.I.C, TER WITH S acJs� * �`Ty -LAUNDRYSINK I 4' RUBBER BASE MWARE, EQUIV. E 10 Laundry 125 ri� Laundry 125 r� Rec./Mark./Stor.124 14 Coffee Kiosk 106 A6.3 Scale: 1/4" =1'-0" CUSTOM LIGHT FIXTURE SUPPORT BRACKET PENDANT LIGHT FIXTURE 'LAM. WAINSCOTTING t LOCKS @ ALL GAB. DOORS, TYP. 13 Coffee Kiosk 106 A6.3 Scale: 1/4" = 1'-0" PTO GWB ESPRESSO MACHINE PLAM. WAINSCOTTING BACK SPLASH ESPRESSO KNOCK BOX ____ UNDERCOUNTER REF. BASE PER SCHEDULE 12 Coffee Kiosk 106 A6.3 Scale: 1/4" =1'-0" CUSTOM STEEL LIGHT FIXTURE SUPPORT BRACKETTOCENTER FIXTURE OVER COUNTER EXPOSED PAINTED STEEL 4 COLUMNS, PER STRUCT A6B POINT -OF -SALE PENDANT LIGHT FIXTURE FLUSH 110 PTD WOOD CAP W/1/4" REVEAL TO GWB RESIN PANELS BEYOND GELATO DISPLAY CABINET BEYOND 4 r b �tl� BASE PER SCHEDULE `r ti C 7 7 C i 7 LOCKS @ ALL CAB. 2'-6" 2'-8' DOORS, TYP. 1 1l2' Coffee Kiosk 106 !.3) 6.3 Scale: 14' =1'4' A6.3 / Scale: 1/4" =1'4' k A6.3 / Scale: 1/4" =1'-0" A6.3 Scale: 1/a =1'-0" =+' TILE MIRROR SURROUND PER SCHEDULE WALL -MOUNTED LIGHT FIXTURES MIRROR ROLL -IN SHOWER STALL - PAPER TOWEL SEE 7/A6.1 FOR DIMS. SOAP DISPENSER, F.0.1.0. TYP. - -- DISPENSER, F.0.1.0. TYP. F PLAM COUNTER & BACKSPLASH W/COUNTER SUPPORT BRACKETS =7�r T-0" O.C. TYP. - SEE SPECS. CERAMIC T - PLAM KNEE SPACE PANELS WITH _ END PANEL G-10" 4" BASE PER SCHEDULE s Green Room 127 A6.3 Scale: l/4" =1'-0" 15 Kiosk East A6.3 Scale: 1/4" =1'-0" COFFEE n u-M MAKER GELATO DISPLAY e CASE ,k 11 14 A6.3 12 i A6.4 8 13 F,06 - + 4- I COFFEE KIOSK 276 q ft POINT-OFSALE FLIP UP COUNTER I I A6.3 a WITH MECHANICAL O o ASSIST ` STEP IN COUNTERTOP 15 p4 TRASH & RECYCLING - ' SLOTS IN COUNTERTOP; ----1 - --- RECEPTACLES BELOW +34" +36' ' INSIDE CABINET STAIRS TO 211D FLOOR I I J21A5.2 I I UP WALL MOUNTED LIGHT FIXTURE BEYOND RUSH GYP DOOR LOCKS @ ALL CAB. DOORS, TYR PAINTED WOOD WALL CAP BACKSPASH 2" STEP IN GTOP CABINET END PANEL GWB DISHWASHER +34" A7/A5.1 POINT -OF -SALE B/A5.1 UNDER COUNTER FRIDGE, BELOW ESPRESSO MACHINE ESPRESSO MACHINE WI ._UNDERCOUNTER REFRIGERATOR > + " DUMP SINK W/ FLOOR SINKBELOW STORAGE UNDER STAIR DUMP SINK W/ FLOOR SINK BELOW UNDERCOUNTER ICE BIN WI DRAIN HANDWASH SINK UNDERCOUNTER DISHWASHERWI FLOOR SINK MEnlarged Floor Plan - Coffee Kiosk C�z A6.3 Scale: 1/4" =1'4' SEI SOAP DISPENSER & PAPER TOWEL DISPENSER, F.O.I.O. TYP. PLAM ACCESSIBLE KNEE SPACE END PANEL V TILE BASE 6 Family WC 126 2 Family WC 126 A6.3 Scale: 1/4" =1'-0" 111A6.3 Scale: 1/4" = 1'-0" TILE PER SCHEDULE SHOWER CURTAIN ROD PP TILE TRIM AT OUTSIDE CORNER WALL -MOUNTED LIGHT FIXTURES MIRROR PLANT COUNTER W1 SUPPORT BRACKETS T-O' O.C. TYR -SEE SPECS. CERAMIC TILE PLAM KNEE SPACE BRACKETS PER COVED TILE PROFILEATBASE DETAIL W/END PANEL 5 Family WC 126 A6.3 Scale: 1/4" =1'-0" CERAMIC TILE CURTAIN ROD SEE 1/A6.1 FOR GRAB BAR MOUNTING LOCATIONS ROLL -IN SHOWER STALL - SEE 7/A6.1 FOR DIMS. FOLD -DOWN BENCH WALL MOUNTED T.P. HOLDER F.0.1.0. TYP. COVED TILE PROFILE AT BASE a Family WC 126 A6.3 Scale: 1/4" =1'-0" LOUVER, TYP. (SEE MECH.) DASHED LINE REPRESENTS EXTENT OF PLAM WAINSCOTTING HIGH LOUVER 24- A51A5.1 I O Al4- \ r7N i I 1 � R 1 'FAMI .3 7 _ CLR. r, �7 1'S" - 3 8 3/4' - MIN. ----- A6.3 124 v REC./MARK./STOR, 391 sq ft REVISED PLAN APPROVED CITY OF EDMONDS yBUILDING DIVISION PLANS EXAMINER DATE V-21/4" 12 L i GREENROOM A6.3 125 S, ft 'J" 4j GilA5.2 LY Sq ft ° 9 41S -, /A5.2 I G1 \ 1 ADA ACCESSIBLE j DRESSING ROOM Wl I 4 BUILT-IN PLANT BENCH J - PLANT PANEL & DOOR C DASHED LINE REPRESENTS EXTENT OF TILE WAINSCOTTING First Floor Rec / Laundry / Fam. WC �� )- Z A6.3 Scale: l/4I =1.4. -ru environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 lbX 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCHI GER E UCKER STA WASHINGTON Enlarged Plans - Interior Elevations Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Peni Revisions 4 01.31.2020 Permit Update Drawn by: 1 sc Checked by (P.M.): SK Checked by (O.C.): RT Proiect No. 15015A REVI HOM A6.3 FEB 05 .^.0� 1 BUILDING DEPARTMENT :� C'.TYCF E..'Ch`.�f' NOTE: 1. SEE SHEET ASA FOR FIXTURE, GRAB BAR, & ACCESSORY MOUNTING HEIGHTS. 2. ALL FIXTURES, DIMENSIONS, AND CLEARANCES SHALL COMPLY WITH ANSI 117.012009 GUARDRAIL TO EXTEND TO GROUND FLOOR F.F. TO CREATE DONOR WALL 11 Community Lounge 107 -East A6.4 Scale: 1/4" = 1'-0" RECESSED LIGHTING IN TOP OF DISPLAY CASE BACK OF DISPLAY CASE - COLORED CORK ADJUSTABLE GLASS SHELVES SLIDING GLASS DOORS W/ LOCK MAPLE WOOD FRAME MAPLE VENEER DOORS WILOCKS, TYP. NT LIGHT FIXTURE CEILING FAN BEHIND, SEE MECH. RESIN PANEL GUARDRAIL LINE OF T.O. FLOOR, —� BEYOND B.B.O. BANQUETACOUSTIC PAN Y IT-7 IN AFF - - -- BAN_QUET ROOM.-. GYP CEILING Y 12'-10"AFF BAN_QUET R00_M DATUM 1 _ Y 9'-11"AFF IRILLE FlRST FLOOR Commun Srale- 114" = SURFACE MOUNTED LIGHT FIXTURE, TYP. WALL MOUNTED ACOUSTIC TREATMENT/ART, F.O.I.C. -------------- ----- i - - - - - - - - - - - - - - - - - - - - t - Il - BEAM BEHIND RELITE PER SCHEDULE .-.-._._.-.-.--- .-_-.-_--_.-. .-. /I/ 107 - South PENDANT LIGHT FIXTURE ACCESSIBLE SERVICE COUNTER PLAM COUNTER, TYR ACCESSIBLE GATE _ WI LOCK 4" MAPLE BASE a Reception 105- East A6.4 Scale: 1/4" = 1'-0" PENDANT LIGHT \ FIXTURE, 1Z. DOORS PER PLANS PLAM COUNTER, TYP. & DOOR SCHEDULE BUILT-IN DRAWERS WI i - LOCKS@DRAWERS TYP. _ 8" MAPLE BASE ' ACCESSIBLE SERVICE COUNTER `4 iul COUNTER SUPPORT N BRACKETS T-0" O.C. SEE SPECS. 2-W N-v 2'-0 - - G-2' 4" MAPLE BASE �s Reception 105 -North A6.4 / Scale: 1/4" =1'-0" 11'-012" P. - PENDANT LIGHT FIXTURE CLOSET DOOR _ A6.8 PENDANT LIGHT FIXTURE, TYP. DISPLAY SCREEN PER - - - - -- — - AN. DRAWINGS, F.O.LC.- CORNER - r= PROVIDE BLOCKING GUARDS II- 9 8 I{- - LAM COUNTER, A8.8 A6.8 PLAM COUNTER, TYP. II I. L TYR €Fq - BABE PER SCHEDULE !P 1x3WOODSLATS; PAINTED GWB - \ f4 PAINTED GWB,. BEYOND EQ. EQ. 4" MAPLE BASE 1X3WOOD SLATS; PAINTED GWB, \EQ/ \-EQ./ 4"MAPLE g p" 61" BASE - 1x3 WOOD SLATS -BEYOND s Hall 119 -Display Cases SEE 5/A6.1 FOR DRINKING FOUNTAIN � MOUNTING HEIGHTS l 6Reception 105 -Front l 2 1 Reception 105- West A6.4 Scale: 1N' =1'-0" A6.4 Scale: 1/4" = 1'-0" A6.4 Scale: 1/4" = 1'-0" - COUNTERTOP DISPLAY CASE - ----__----__ -- �_ ___F.E.C. - i PENDANT LIGHT - f FIXTURE, TYP. N E - POINT OF SALE WCABINETS BELO_ - r CLOSET DOOR, BEYOND PLAN COUNTER, TYP. PENDANT LIGHT FIXTURE 2-'\ 1x3 WOOD SLATS ACCESSIBLE GATE 9 AB 8 DISPLAY DRAWINGS, SCREEN PER A.V.VDEBLOF.O.I.C.- - - 1 '4 8 O {¶f' -- WI LOCK -- F=-- � PROVIDE BLOCKING 1 A6.4 b !' DROP SLOT IN COUNTER - OC �h- � �\ W/ PLAM EDGING - PLAM COUNTER, TYP. � CUR. CUR. @ALL SIDES (TYP. OF2) Ii� L - A6.8 r - PAINTED GWB 71" 1 OS TW/ADJ. ACCESSIBLE CLR ,- ENTRY RECEPTION iS,TYP. �/ 637'sq ft 1x3 WOOD SLATS - ACCESSIBLE PAINTED GWB SERVICE COUNTER 5 E PER EDULE. 4" MAPLE BASE '7 � O ACCESSIBLE GATE WI - _ TRASH I RECYCLING RECEPTACLE _ LOCK - a Coffee Kiosk 106 - Front PAINTEDGWB BASEPERBCHEDULE Reception 105 - Side 1 Enlarged Floor Plan -Reception A6.4 Scale: 1/4" =1'-0" A6.4 Scale: 114" =1'-0" A6.4 Scale: 1/4" = 1'-0" �a environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCHI GER E UCKER SYA WASHINGTON Enlarged Plans - Interior Elevations NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions Drawn bv: SC Checked by (P.M.): SK Checked by (Q.C.): RT Project No. 15015A RESUB A6.4 Z APR 0 8 2019 otwswmw ■■ B.O. BANQUET ACOUSTIC PANELS - Y 13'-71/4"AFF _.—.—.—.—.—.� BANQUET ROOM GIP CEILING - —'-------'— ——'—'--- —'—'—'—'—'—'. -'— — '-—'—' --- FAKE TRANSFER GRILLE, - SEE MECH. - - - WALL -MOUNTED - - LIGHT FIXTURE, TYP. F 8" MAPLE BASE, TYP. — FIRST FLOOR r 4 1 Banquet Room 110 South AR 5 I RCala- 11A" c Tn,, - MUVAISL FM1IIIUN B.O. BANQUETACOUSTIC PANELWITH CEILING TRACK, S \/ 13'-7114'AFF SEE 18/A8.2 BA14QUET_ ROOM GYP CEILING .—.—.—.—.—.— ——.—.—.— —.—.— — - Y 12'-10' AFF FIRST FL( Y F&I — MOVABLE PARTITION POCKET - WALL MOUNTED ACOUSTIC DOOR IN CLOSED POSITION - PANELS, TYP. —r--.—.—k —.—.— _.—.—.—.—.—.—.—.—.--- .—_ _ HVAC GRILLE. TYP. SEE MECH. .. - ® ® ® - t i i i \\\ ®. ®. . I. \ EXI WALL MOUNTED LIGHT FIXTURE, TYP. i \\ `\\ OR - --------- t Room 109/110 East KITCHEN SERVICE WINDOW ROLLING COUNTER DOOR IN CLOSED POSITION F1� 8.ETAC 0. BAN PANELS Y 13'-7114"AFF—.—.—'—.—.—.� ,BAN_QUET ROOM GYP CEILING — — .— —.— --.— — — —.—. —.—.------.—.— —.---.------- .—.— — WALL MOUNTED ACOUSTIC PANELS WALL MOUNTED LIGHT . FIXTURE, TYP. - WINDOW WRAP 8" MAPLE BASE, TYP. FIRST FLOOR - - Banquet Room 109 North B.O. BANCUETACWSTIC PANELS 3-7114. AFF—.—.—.—.—.—.� BANQUET ROOM GYP CEILING _'�FI7-10'AFF ._._.—.—..—.—.—. WALL MOUNTED ACOUSTIC PANELS WALL MOUNTED LIGHT FIXTURE, TYP. WINDOW WRAP, TYP. W MAPLE BASE, TYP. FIRST FLOOR 16 Jto environmental WORKS Community Design Carder 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCNI GER E UCKER eYA WASHINGTON Enlarged Plans - Interior Elevations NOT FOR CONSTRUCTION Date ------ ---------------------- . 12.27.2018 II II Ii II I MOVABLE PARTITION —� - WITH CEILING TRACK, SEE 4/A8.5 ( ' 1 Banquet Room 110/109 West Jk:dle: IN = I -V — Building Permit Submittal .Revisions 1 04.02.2019 Pemtlt Revisions Drawn by: SC Checked by (P.M.): SK. RESUB Checked bv(DRT APR 0 8 2019 Pwject No. 15015A 1 A6.5 NOTE: SEE 12/A6.1 FOR TYP. SIGNAGE MOUNTING HEIGHT 71" 4-0" 1 40 2nd Floor Hall 207 Looking West EXPOSED G.L.B. & CAR DECKING, TYP GWB, TYP. - U.N.O. ELEC.CLOSET FFr/ CABINET W/ AIM. F.E.C. SHELVES, NP. SEE A6.I FOR 4'-0" 7-0" CABINET W/ADJ. 8"MAPLE .VENDING MOUNTINGHEIGHT a �— SHELVES,TYR _ BASE,TYP. - MACHINES, F.O.I.O NOTE: — SURFACE-MTD. 9TYP. 1. SEE SHEET A6.1 FOR FIXTURE, GRAB BAR;& LIGHT' FIXTURE, - ACCESSORY MOUNTING HEIGHTS. TY 2. ALL FIXTURES, DIMENSIONS, AND CLEARANCES SHALL COMPLY WITH ANSI 117.012009 iL\ �I Ind - ADJ. SHELVES, TYP - SOLID SURFACE - COUNTER - DROP SLOT IN COUNTER W/ PLAM EDGING @ ALL SIDES (TYP. OF 2) -TRASH/RECYCLING RECEPTACLE Scale:114 =1-0 A6.9 TYR SCRIBE 1'-3" T-W 2'-3" 2-V - WALL-MTD HEAT PUMP, SEE MECH PLAM. WAINSCOTTING _ 6 -4 RANGE HOOD ' SOLID SURFACE A6.8 AILS _ / ✓ °P COUNTER& TYP. \ BACKSPLASH PLANT: COUNTER & RANGE HOOD CONTROLS ` BACKSPLASH 2)WALL OVENS ° MAPLE BASE csi ACCESSIBLE WORK SURFACE environmental j OPEN zv 7-0' 7-8' 2'-V CUP 2'-V WORKS 2' -9' 1'E' 1'-9' 1'-9" SCRIBE MIN' - Community Design Center 12 2 .. A6.8 A6,8 - 40216th Avenue East TY - Seattle, Washington 98112 phone: 206.329.8300 — 6 1 Sink @ Multipurpose 3 3 WarmingKitchen 217 fax 206.329.5494 A6.6 Scale: 1/4" =1'-0" A6.6 Scale: 1/4" =1'-0" Edmonds Waterfront 6 Center A6.9 TYR 6 _ A6.9 T'YP. - New Construction - - GWB SOFFIT- PAINT - SCRIB 3'-3' 7-0' 7-W Z-e - 1'-3' SCRIBE DISPLAY TV SCREEN 220 RAILROAD AVE. PER A.V. DRAWINGS, II II I EDMONDS, WA 98020 F.O.I.C. i 2r DEEP CAB. ABOVE REF. PLAM WAINSCOTTING@ SEE 2/A6.6 Fm� ;" ALL WALLS, TYP.SOLID SURFACE ` SOLID SURFACE COUNTER COUNTER7 'P _ & BACKSPLASH PLAM WAINSCOT 4,-0" pLAM WAINSCOT c - - i .o SEE 10/A6.1 FOR NOTES & MOP HANGER FAUCET& \ N DIMS. @ SINK . HOSE _ RANGE HOOD 6443 REGISTERED ARCH. BASE PER FINISH GER I: UCKER SCHEDULE sPA WASNINOTON MOP SINK 3'4' 2'-0" 2,1 111 VCOVE BASE `r MOP SINK 4"MAPLE BASE DISHWASHER CLR. Enlarged Plans - MIN' Interior Elevations. 6" COVE - 10 12 13 12 BASE A6.8 A6.8 TYP. A6a A6b TYR NOT FOR CONSTRUCTION s Janitor Sink, Typ. a Janitor Sink, Typ. Warming Kitchen 217 - View from Multipurpose 1 2 warming Kitchen 217 A6.6 Scale: 1/4" =1'-0" A6.6 Scale: 1/4" = T-0" A6.6 Scale: 114" =1'-01' A6.6 Scale: 1/4" =1'-0" 217 A6.6 Date WARMING KITCHEN 12.27.2018 131 sq ft Building Permit Submittal 3'-7" 5 - Revisions 10CLR. �TVABOVEPERAV. - — - -------- 19 Pe DRAWINGS, F.O.I.C. _ 1 04.02.20nult Revisions OVENS - 6 - GWB SOFFIT -PAINT L ---- I 3 A6.6 I A6.g NP. (2) WALL OVENS i HANDRAIL- SOLID SURFACE It I I -'31 2 LOCATION PER m _ COUNTER QO t\ i �,. --' I ` _ Drawn by: FLOOR PLANS '4 _ - % 1 _ f� `SC' `�.. O I �'/ _____ H/A62 Li'Tti��l� Checked by (PSK HIA6.2------ — — OW- REF x5 - Checked by (O.C.): t'i\�t �L— L— [T I wasz , APR 0 8 2019 RT 3'-6' 3'-8' 6'-10' _ Protect No. 8"MAPLE BASE SKYLIGHT ABOVE 15015A Handrail @ HaIll 19, T .; Handrail @ Hall 207 Sim. 4 ), Warming Kitchen 217 1 Warming Kitchen Z A6.6 A6,6 Scale: 1/4" =1'-0" A6.6 Scale: 1/4" =1'-01, A6.6 Scale: 1/4" =1'-0" ■ t��llll _ ACCESSIBLE SERVICE COUNTERS CABINETS AND LATERAL FILES BEYOND PLAM COUNTERS PLAM COUNTERS OPEN SHELVES PER '7 SPECS. 4 ACCESSIBLE GATE ' W/ LOCK 4 FLUSH OVERLAY H U PLAM.000NTER CABINETRY MAPLE - W/ SUPPORT BRACKETS VENEER W/ EDGE 3'4r O.C. TYP. -SEE P4 I BANDING I I I I SPECS. N BASE PER SCHEDULE BASE PER SCHEDULE 3'4T BASE CABINET _ 1z Reception 203 / 8� Shared Office 220 A6.7 Scale: 1/4" = 1'-0" A6.7 Scale: 1/4" = 1'-0" PLAM COUNTERS WI SUPPORT BRACKETS @ T-0' MAX O.C. . FURNITURE, F.O.I.O. BASE PER tq SCHEDULE r" —NPZIS wiffS GWB SOFFIT LOCKS @ ALL CAB. DOORS, TYP.. PLAM. COUNTER& BACKSPLASH FLUSH OVERLAY CABINETRY MAPLE (Z VENEER WEDGE - 2'-0" 3'-0" SCRIBE - PAINTED GWB 1X3 WOOD SLATS; PAINTED - 5'-6" GWB, BEYOND � 11 Reception 203 / 7 Clinic 221, 222, & 223 3 Clinic 224 - ADA Accessible 15 Rec. 203 Front A6.7 Scale:114" =1'-0" A6.7 Scale: 14' = T-0" A6.7 Scale: 1/4" =1'-0" A6.7 Scale: 1/4" = T-0" FLUSH OVERLAY ACCESSIBLE GATE CABINETRY MAPLE WI LOCK VENEER WI EDGE BANDING PLAM COUNTERS I CL ACCESSIBLE GATE W/LOCK BASE PER SCHEDULE 1X3WO0D SLATS BASE CABINET PAINTED 10 Reception 203 A�14 Reception 203 Side A6.7 Scale: 1/4" = T-o" Scale: 1/4" = 1'-0" FLUSH OVERLAY CABINETRY MAPLE VENEER W/ EDGE BANDING AND ADJUSTABLE SHELVES LOCKS @ ALL CAB. DOORS, TYP. 42" X 18' LATERAL FILES (4 HIGH)- N.LC. .RECESSED FIRE BASE CABINET EXTINGUISHER r------ --- BELOW CABINET 4-4118" SKYLIGHT ABOVE FLUSH OVERLAY :4 YMCABINERAPE VENEERWIEDGE 203 BANDING r RECEPTION 1sq ft79 x z02 to WAITING AREA 42' X 18' LATERAL FILES HIGH) 183 sq ft (4 13 A6.7 11 j I FLUSH OVERLAY 4'-4 12 CABINETRY MAPLE I 14 VENEERW/EDGE BANDING L--- ---__— GWB SOFFIT FLUSH OVERLAY CABINETRY MAPLE VENEER WEDGE BANDING COPY MACHINE, N.I.C. — BASE PER SCHEDULE BASE PER SCHEDULE 6 Work Room 227 z Clinic 224 ADA Accessible A6.7 Scale: 1/4" = 1'-0" PLAM. COUNTER& BACKSPLASH OPEN SHELVES PER SPECS. GWB SOFFIT OPEN SHELF U l_' FLUSH OVERLAY WALL GRILLE, CABINETRY MAPLE SEE MECH.. VENEERW/EDGE FULL HEIGHT PLAM. BANDING _ BACKSPLASH / / COUNTERTOP /. COPY MACHINE MICROWAVE N.I.C. BASE PER BASE PER SCHEDULE SCHEDULE BASE CABINET BELOW 13 Reception 203 s Enlarged 2nd Floor Plan - Reception Z 5 Work Room 227 A6.7 Scale: 1/4" =1'-0" A6.7 Scale: 1/4" 1'-0 A6.7 Scale: 1/4" =1'-0" Interior Elevation - Staff Breakroom 233 Scale: l/4" =1'-0" GWB SOFFIT LOCKS @ ALL CAB DOORS, TYP. ?LAM. COUNTER & BACKSPLASH FLUSH OVERLAY ..ABINETRY MAPLE VENEER WEDGE BANDING, TYP. O E 1. SEE SHEET A6.1 FOR FIXTURE, GRAB BAR, & ACCESSORY MOUNTING HEIGHTS. 2. ALL FIXTURES, DIMENSIONS, AND CLEARANCES SHALL COMPLY WITH ANSI 117.01 2009 Lea environmental WORKS Community Design Center 40215th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REDISTERED t4RDH1 GER E UCKER srA WA3HIN6TON Enlarged Plans Interior Elevations NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revislons REF. Drawn by: PLAM. COUNTER & _ _ sc BACKSPLASH- _ Checked by (P.M.): SK FLUSH OVERLAY CABINETRY MAPLE VENEER WIEDGE BANDING Checked by (Q.C.): RT Protect No. REGU 15015A APR 0 8 2019 ti A6.7 ii M SOLID SURFACE SIDESPLASH AS READ, MATCH BACKSPLASH SOLID SURFACE COUNTERTOP �2 E 1' SOLID SURFACE SKIRT ALL EXPOSED z 11 1@" (9" MIN.) PLUMBING BELOW g SINK TO BE INSULATED (TYP.) PER PLUMBING DRAWING LINE OF- CABINET/SUPPORT PANELBEYOND ALL EXPOSED SURFACES TO BE FULLY-FINISHE z Ix4 MAPLE BASE 3/4' SOLID SURFACE BACK SPLASH ROVIDE SOLID BLOCKING - AS REDD@COUNTER TOP SUPPORTS &. BACKSPLASH HARDWOODVENEER PLYWOOD FACE - MATCH CABINET FINSH P-TRAP & ESCUTCHEON PER PLUMBING DWGS GWB PER PLAN FINISH FLOORING TO EXTEND FULLY BELOW COUNTER 13 Open to Below Counter @ Warming Kitchen 217 Sink A6.8 1 1/2" =1'-0 SOLID SURFACE COUNTERTOP BOX PROVIDE SOLID BLOCKING AS REO'D. @ COUNTERTOP SUPPORTS Ix4 MAPLE BASE -r-1: T-6" @ COFFEE KIOSK PER 8/A6.3 PLAM BACK SPAAS ----GWB PLAM COUNTERTOP - EUROPLY EDGE - PROVIDE SOLID BLOCKING -lj AS REO'D @ COUNTER TOP SUPPORTS & l - BACKSPLASH 1.. 24" . WALLASSEMBLY PER PLAN. 6" DIA. SLOT W/ PLAM AT EXPOSED - EDGES (TYP. OF 2) - SEE 8/A6.3 FOR LOCATIONS - - -- PLAM COUNTERTOP WI 1' 8' - 'EUROPLY EDGE - -- - TO C.L.OFOPENING - 1X3 WOOD SLATS 1" G 7.a, I' BASE PER SCHEDULE v , - SEE INTERIOR - �— F - ' - ELEVATION FOR PATTERN r-----------� - S° - NO WOOD SLATS @00. TRA6HIREGYGLING j - j 4 Base Cabinet Detail, Typ. PL II 1 1/2" = V-9' REO'D TO A6.6 PROVIDE I - - - - SUPPORT FOR —TRASH/RECYCLING WOOD SLATS---- I I RECEPTACLE (TYP. I OF 2) SEE 8/A6.3 FOR A- - - I LOCATIONS - - - - -. — — — WALL TYPE PER PLAN I I I I - BASE CABINET BOX I SEALANT PAINTED GWB, �- .PROVIDE SOLID BEYOND I I - BLOCKING AS READ, RUBBER BASE. _ I I @ COUNTERTOP I I -SUPPORTS - 1x4 MAPLE BASE FLOORING PER FINISH _ tx4 MAPLE BASE _ SCHEDULE , 3 a Ix4 MAPLE BASE '. 10 Island Counter @Warming Kitchen 217 Service Counter @ Coffee Kiosk 106 3 Rubber Base Detail A6.8 1 1!2" =1'-0" ----- A6.8 1 1/2" =1�-0" A6.8 Scale: 3„ = I,4' RAISED COUNTER—l. F--J - - BEYOND - - PLAM COUNTER WI- EUROPLY EDGE EA. SIDE I I 2-6° I I LOCATION PER PLAN .. SEALANT, R?.� I _ I PLAM BACK SPLASH SOLID SURFACE I fv�- COUNTERTOPS 2-1e 1• ._ ._ PER PLAN. 1. 6" ,. 3" �. _ _ .. _ : t✓� LI :KING R PLAM SKIRT-1 METAL BRACKET V0 O.C., FASTEN BACK LEG TO X BLOCKING - - 1 - 1X3 WOOD SLATS - SEE INTERIOR-2' ELEVATION FOR PATTERN - ALL EXPOSED PROVIDE SOLID BLOCKING (PER INT. ELEVATION) AS RED'D @ COUNTER TOP SUPPORTS & BACKSPLASH 1' - BHIND GWB PAINTED GWB, SURFACES TO BE SOLID SURFACE SKIRT - DRAWER STACK, BEYOND BEYOND FULLY -FINISHED METAL BRACE, SEE SPECS, SPACING _ PER INTERIOR ELEVATIONS - - 2112 GROMMET (SEE PLAN FOR LOCATIONS) PROVIDE SOLID BLOCKING ASREO'D@ COUNTERTOP - - - JIAS. .! ---- - -PLYWOOD AS REO'D TO LINE 0 PROVIDE CABINET/SUPPORT SUPPORT FOR PANELBEYOND WOOD SLATS z W81LASSEMBLY z - - - PER PLAN 2 PROVIDE SOLID BLOCKING AS REUD@ - COUNTERTOP SUPPORTS(TYP.) ' SUPPORTS ISH FLOORING TO EXTEND FULLY BELOW DESK Ix4 MAPLE BASE 2 X 6 FRAMING BASE PER FINISH SCHEDULE - BASE PER FINISH FINISH FLOOR PER FINISH SCHEDUL - SCHEDULE ii environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 - fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 6443 REGISTERED ARCH. GER UCKER aTA WASHIN070N Interior Details NOT FOR CONSTRUCTION 12 Base Cabinet Detail at Warmin Kitchen 217 s Ent Reception 105 - Counter 6 Open to Below Counter,T . 2 Open to Below Counter - Solid Surface 1 112" A6.8 Scale:1 1/2" = T-O" A6.8 1 1/2" =1'-0" A6.8 Scale: 1 1/2" =1'-0" A6.8 =1'-0" SIDESPLASH SIDESPLASH 3" 3" - BEYOND AS BEYOND AS PLAM COUNTER WI REO'D. 1.�. REQ'D. 1— SEALANT, TYP. EUROPLY EDGE yq• - 1'-9' 314• �' c� PI AM RA(:K SPI ASH - SEALANT, TYP. T� T.O. SINK RIM +2'-10" AFF MAX— . PLAM COUNTERTOP W/— EUROPLY EDGE �! PLAM SKIRT (9• MIN.) SPLASH PROVIDE SOLID BLOCKING AS REO'D @ COUNTERTOP SUPPORTS (TYP.) PLAM SIDESPLASH AS REO'D, MATCH BACKSPLASH PLAM PLAM T.O. SINK RIM +P-10"AFF MAX PROVIDE SOLID BLOCKING SOLIDSURFACE� AS REO'D @ COUNTER COUNTERTOP TOP SUPPORTS & BACKSPLASH `PLAM SKIRT I P-TRAP & ESCUTCHEON 1'-2' _ i 11 1/2' (9' MIN.) PER PLUMBING DWGS M GWB WALL '. tp - METAL BRACKET T-V N P-TRAP & ESCUTCHEON ASSEMBLY PER PLAN _ _ _ m O.C,FASTEN BACK ALL EXPOSED— WALL ASSEMBLY PER PLUMBING DWGS z METAL BRACKET - - LEG TO 2 X BLOCKING PLUMBING BELOW PER PLAN PER SPECS. 1X3 WOOD SLATS - z - BHIND GWB - SINK TO BE N SPACING PER INT. SEE INTERIOR - INSULATED (TYP.) PER ALL EXPOSED PLUMBING ELEVS. ELEVATION FOR "' - - DRAWER STACK BEYOND PLUMBING DRAWINGS BELOWSINKTOBE -PATTERN - - LINE OF INSULATED (TYP.) PER PAINTED GWB, 21/2 GROMMET (SEE CABINETISUPPORT PLUMBING DRAWINGS - BEYOND PLAN FOR LOCATIONS) PANELBEYOND z FINISH FLOORING TO 1x4 MAPLE BASE- 'Y - PROVIDE SOLID ALL. EXPOSED - EXTEND FULLY BELOW FINISH FLOOR PER 2518"GW INGTH REQ'D@ SURFACES TO BE COUNTER FINISH SCHEDULE Ix4 MAPLE BASE 5/8"GWB BOTH COUNTERTOBLOCKING P COUNTERTOP FULLY -FINISHED SIDE SUPPORTS BASE PER FINISH SCHEDULE FI FL OR � FIN. FLOOR -__ -_- FINISH FLOORING TO EXTEND FULLY BELOW 11 Counter @ Green Room 127 Sink 8 Entry Reception 105 - Counter DESK Open to Below Counter Sink, Typ. 1 1/2" = 1'-0" A6.8 Scale:1 1/2" = 1'-0„ A6.8 1 1/2" =1'-0" A6.8 SKIRT I APRON P-TRAP & ESCUTCHEON PER PLUMBING DWGS z. g N ALL EXPOSED PLUMBING BELOWSINKTOBE INSULATED (TYP.) PER PLUMBING DRAWINGS FINISH FLOOR PER - "SOLID SURFACE Lj BACK SPLASH Date 12.27.2018 ----- PROVIDE SOLID Building Permit Submittal BLOCKINGAS Revisions REO'D @ (9-MIN.) - COUNTERTOP - 1 04.02.2019 Pelmit Revisions SUPPORTS (TYP.) WALL .ASSEMBLY : PER PLAN METAL BRACKET -. PER SPECS. SPACING PER INT. Drawn by: ELEVS. SC - Checked by (P.M.): li ESUB - SK Checked by (a.C.): APR 0 8 2019 - RT BASE PER SCHEDULE 0 Project No. 15015A Counter @ Bathroom Sink, Typ. A6.8 1 1/2 =1'-0" PLAM COUNTER W/ PLAM BACK SPLASH —fie 314" GWB EUROPLY EDGE - - - - - - PLAM COUNTERTOP W/ EUROPLY EDGE v PROVIDE SOLID BLOCKING 1" AS REQ'D @ COUNTER TOP SUPPORTS & BACKSPLASH 1. 24" P-TRAP & ESCUTCHEON PLAM SKIRT - - 1X3 WOOD SLATS - PER PLUMBING DWGS 1'-2' SEE INTERIOR METAL BRACKET 3'-0" ELEVATION FOR O.C., FASTEN BACK - "`-1' PATTERN WALL ASSEMBLY LEGT02XBLOCKING PER PLAN - BHINDGWB;TYP. N PAINTED 212 GROMMET (SEE GWB, BEYOND - - PLAN FOR LOCATIONS) lx4 MAPLE BASE PROVIDE SOLID - - BLOCKING AS REQ'D @ - - COUNTERTOP 2x4 FRAMING W/ SUPPORT - 5/8" GWB BOTH - SIDES BASE PER SCHEDULE FINISH FLOORING TO FIN. FLOOR - _ �F IN. FLOOR -.?V EXTEND FULLY BELOW — — — — WALL TYPE PER PLAN DESK - -3" PLAM WAINSCOT - LOCATION PER PLANS SEALANT Reception 203 - Counter Sink @Clinics, Typ. A6.9 Scale: 1 1/2" =1'-0" A6 9 Scale: 1 1/2" = 1'-0" RUBBER BASE POLISHED CONCRETE FLOOR PER FINISH SCHEDULE&SPECS. SEALANT 9 Rubber Base Detail @ Restrooms 120 & 121 RADIUS EDGE5114' A6.9 Scale: 3" = 1'-0" MAPLE HANDRAIL CONTINUOUS SOLID BLOCKING WALL TYPE PER PLAN (2)1/4" LAYERS OF CORK pygy RECESSEDSTANDARDS (131327 2 Cabinets @ Hall 207, Typ. —(2)1/4" LAYERS OF COLORED CORK @ BACK OF CABINET —1/2" THICK TEMPERED GLASS SHELVING ON RECESSED ALUMINUM BRACKETS & STANDARDS(TYP.) - —ril environmental WORKS Community Design Center 402 15th Avenue East. Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 6443 REGISTERED 6iRON1 GER E UCKER b7A WASHINOTON Interior Details NOT FOR CONSTRUCTION q LED STRIP LIGHTING (PER LIGHTING SCHEDULE) IN 45 ALU - CHANNEL PROFILE, PER SPECS. - 3" 3' - PLAM COUNTER W/ Corridor Handrail - ADJ. SHELVES, TYP. EUROPLYEDGE- 6 - A6.9 Scale: 3" =1'-0" PLAM BACKSPLASH SLIDING GLASS DOORS W/ LOCK 1X3 WOOD SLATS - - - SEE INTERIOR ELEVATION 6" DIA. SLOT W/ SOLID SURFACE - AT EXPOSED EDGES (TYP. OF 2) Date - HARDWOOD VENEER PLYWOOD SEE 91A6.6 FOR LOCATIONS - - - - HARDWOOD VENEER 12.27"2015 PAINTED GWB, - - - CABINET @ALL EXPOSED BEYOND SURFACES Building Permit Submittal PLAM COUNTERTOP W/ 180° - Revlslons BULLNOSE " PROVIDE SOLID BLOCKING AS REQ'D 1 04.022019 Permit Revlslons LAM SKIRT @COUNTERTOP PLYWOOD AS 1'-2'- SUPPORTS & REQ'D TO BACKSPLASH PROVIDE 14 SOFFITFRAMINGAS - METAL BRACKET 3'-0" - - _—___—_____ SUPPORT FOR D.C., FASTEN BACK REQ'D WALL TYPE PER PLANS 1 114 I 24' WOOD SLATS o LEG TO 2 X BLOCKING TRASHIRECYCLIN WALL ASSEMBLY BHIND GWB ALIGN FACE OF CABINET BOX W/ FIN. RECEPTACLE I PER PLAN €q g FACE OF SOFFIT _ 4 b Drawn bv: t„ k, _ .. _`+ BASE CABINET W/ _ 212 GROMMET (SEE LOCKS @ DOORS o PLAN FOR LOCATIONS) HT_ �QSOFFIT v PER INTERIOR ELEVATIONS - j j - Checked by(P.M.): 2 X 6 FRAMING—RrEsU� - I - I - _ $I( JIA5. - PROVIDE SOLID UPPERCABINET 1W" Checked by (Q.C.): BLOCKING AS RED @ DOOR FA OP 1x4 MAPLE BASE 3' APR O O 2019 COUNTERD - SCRIBE 1x4 MAPLE BASE RT 1x4 MAPLE BASE _ SUPPO TTOP FIN. FLOOR to o N Pro)eot No. FIN. FLOOR - - FINISH FLOORING TO - 143• 2'-1' 15015A ' EXTEND FULLY BELOW a Reception 203 -Counter DESK s Upper Cabinet/Soffit Detaif�� Display Cases @Hall 119 � / ') Trash/Recycling @ Hall 207 Cabinets 1 A6.9 Scale: 1 1/2" =1'-0" T-O" A -9. 1 1/2" = V-0" A6.9 A6.9 Scale: T =1'-0" -9 Scale: 1 1/2" = ■■ ■■ ATTACH ACOUSTIC PANELS TO PLYWOOD PER SPECS. PROVIDE BLOCKING @ BUTTON -FIX MOUNTS I I om I I 9 ii mz I s z I ? p — I I I CONT. 2z4 NAILER I I I LVL 5-1/4x24 BEAM PER STRUCTURAL. I PER IBC TABLE 601, NOTE C.: HEAVY TIMBER I I SHALL BE ALLOWED WHEREAT -HOUR OR LESS FIRE -RESISTANCE RATING IS REQUIRED. I PER 602.4.4 FLOOR FRAMING: WOOD BEAMS... I SHALL BE NOT LESS THAN 6° NOMINAL WIDTH. — AND NOT LESS THAN 10" NOMINAL DEPTH.. I PER TABLE 602A: MINIMUM STRUCTURAL — -- -- COMPOSITE LUMBER 6"x10"EQUIVALENT NET SIZE DIMENSIONS ARE 5-1/4" IN WIDTH AND 9-112" IN DEPTH. 10 Fioor/ceiiing Transition at Entry Lobby A6.10 Scale: 1 1/2" =1'-0" FLOOR/CEILING ASSEMBLY PER 1/2" RESIN PANELS T.OGYPCRETE SECTIONS €, @SECOND FLOOR BEHIND RAIL POST IN PLACE OF GWB BEAM PER STRUCT. _-5/8" GWB 0/ SOFFIT FRAMING SEE 12 / A4 9 FOR SIMILAR NOTES CEILING HT. I PER RCP ENTRY RECEPTION 105 COMMUNITY LOUNGE 1 77 �. S Soffit Transition @ Entry Reception & Community Lounge A -10 Scale: 1 1/2" =1'-0" FLOORICEILING ASSEMBLY z Typical Recessed LED Light Fixture Ceiling Detail A6.10 Scale: 1 1/2" = 1'-0" HEAT PUMP PER SPECS. LOCATION PER REFLECTED CEILING PLAN EYE HOOK & CABLE PER SPECS. LIGHT GAUGE STEEL FRAMING -'C' CHANNEL ACOUSTIC - PANEL, TYP. I BUTTON -FIX TYPE 1 BONDED MOUNTS PER SPECS., TYP. NDTE: SEE4/A6.10 FOR SIM, PLAN REMOVABLEACOUSTICALPANI T.O. Gyperete - - ACCESS HATCH �3 HVAC Access Hatch @ Suspended Acoustical Panels A6.10 Scale: 3" = 1'-0" PER STRUCTURAL - EYE HOOK & CABLE PER - - - - SPECS. LIGHT GAUGE STEEL FRY REGLET 1/7 Z-REVEAL _ T.O. Wdw FramelClg - — — — 2T-00" -. - FRAMING -'C'CHANNEL PLYWOOD 5/8" GWB, TYP. p-7 aw ACOUSTIC PANELS PER REFLECTED ACOUSTIC PANELS PER SPECS. & REFLECTED CEILING PLANS. CEILING PLAN, TYP. GLUE PANELS TO PLYWOOD PER Dig. HL Per RCP FRAMING AS REQ'D. SPECS. & MANUFACTURER'S INSTRUCTIONS s T . Soffit/Car Decking Transition Ceiling Transition @Banquet Rooms 109 & 110, Typ. �� Suspended Acoustical Panel Detail -Typ. @ 2nd Floor A6.10 Scale:1.1/2" =1'-0" A6.10 Scale: 1 1/2" =1'-0" A6.10 Scale: 3" = T-0" TYP. Acoustic Panels & Heat ReAlw• 1 119" = 1'-0" REMOVABLE ACOUSTICAL PANEL ACCESS HATCH Banquet Rooms 109 & 110, T.O. Gyperete wo VA /U ATTACH ACOUSTIC PANELS TO PLYWOOD PER SPECS. PROVIDE BLOCKING @ BUTTON -FIX MOUNTS INDOOR HEAT PUMP BUTTON -FIX TYPE 1 BONDED - HEAT PUMP PER SPECS. MOUNTS PER SPECS., TYP. - LOCATION PER REFLECTED CEILING PLAN C� environmental WORKS Community Design Center 40215th Avenue East Sea01e, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. NOTE: ALL SUSPENDED CEILINGS ARE TO COMPLY WITH THE CURRENT EDITION OF THE NWCB Edmonds, WA 98020 TECHNICAL DOCUMENT 401- SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS SEISMIC DESIGN CATEGORIES D, E, AND F. 6443 . - REGISTERED 8" ARCH1 TRUCTURE 3/4° MAX. PERIMTERWIRE CEILING CUP- -L1 I/T X 1110X 14 GER UCKER ATTACH TO - - - GA. W/ (2) #10 stA WASHINOTON 1 1 - STRUCTURE W/ SCREWS EACH LEG 1� #10 SCREWS .FASTENERS PER MFR AT (2) ADJACENT 1 6 - WALLS ONLY - 1 1 1:6M COMPRESSION CLOSURE ANGLE NOT LESS THAN2" - Interior Details OUT -OF -PLUMB STRUT @ 12"-0" O.C., AT OPPOSING WALL CONDITION, 3/4° 1 FOR VERTICAL - EA. DIRECTION- MIN.CLEARANCE BETWEEN CLOSURE. NOT FOR CONSTRUCTION 1 HANGER WIRE - STARTING 6-T MAX. - ANGLE AND TEE PER ASCE 7 SECTION 1 - FROM PERIMETER 13.5.6.2.2 1. HANGER OR WALLS. (CEILING TEES TO BE ATTACHED AND BRACING WIRE SNUG TO WALL CLOSURE ANGLE ONLY COMPRESSION STRUT ATNON-OPPOSINGWALLS WIRE ATTACHMENT TO STRUCTURE -CROSS TEE W/PERIMETER MOLDING --12. GA. BRACING WIRE AT45 DEGREE ANGLE W/MINA -Date TIGHT TURNS IN I-11T BOTH -. 12.27.2018 ENDS OF WIRE, TYP. Building Permit Submittal 2'X2"CLOSURE Revisions 04.02.2019 Permit Revisions -PERIMETER \12. HEAVY DUTY T-BAR MAIN RUNNER GA. VERTICAL Drawn by: HANGER WIRE @ 4'-0" - CROSS RUNNER SIC EA. WAY WI MINIMUM 3 2° MAX FROM BRACING WIRE TO TIGHT TURNS IN 1-1/2" CROSS RUNNERS Checked by (P.M.): BOTH ENDS OF WIRE, TYR COMPRESSION STRUTS: - ��.�Rj,R - SK -ANGLES S250@L<6'-0"&18 HDS 325@6'41"<L<T-6" - Checked by(Q.C.): -ATTACH TO MAIN RUNNERS WITH114°MACHINE BOLT AND APR 08 204 RT TO STRUCTURE ABOVE AS SHOWN -COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE Project No. 15015A 1 Suspended Ceiling Seismic Tie -Back Detail A6.10 Scale: N.T.S. 1 A ■0 ■■ J .'3.. •i. 4, 44 :4. 6 1 Kitchen Pass Through A6.8 Scale: 11/2" = 1 A" )OD SURROUND DOOR OD SURROUND DOOR TRACK ROLL -DOWN DOOR ROLL -DOWN DOOR TRACK BEYOND STAINED WOOD SURROUND BEYOND MITERED QUARTZ EDGE TYP 1/8" KERF REVEAL VTOP FLUSH WITH PAINTED WOOD PANEL 'PAINTED WOOD PANEL, 10 KERF REVEAL AT ALL EDGES AND BETWEEN PANELS FINISH PER SCHEDULE 'RADIUS COVE FLOORING EDGE STAINED WOOD SURROUND BEYOND ED LIGHTING STRIP RECESSED I1'-6" FLUSH WIMIRROR AT EACH SHELF QUARTZ COUNTERTOP TYP AND FULL LENGTH OF SHELF 3" 31/Y : 8" MITERED QUARTZ EDGE TYP N PERMANANT METAL PINS AT SHELF ENDS 314" RESIN SHELF REMOVEABLE 118" KERF REVEAL STAINED WOOD SHELF - SKAFAUCET PARTITION PAINTED WOOD PANEL, 1/8" BRONZE MIRROR BACK WALL 310 ELKAY CROSSTOWN SINK KERF REVEAL AT ALL EDGES AND BETWEEN PANELS STAINED WOOD COUNTERTOP, (ECTSRtsIWG) re FLUSH WITH CABINET QUARTZ BACKSPASH DOOR/DRAWER FACES FLUSH 1 1-g^ QUARTZ RETURN AT SINK OPENING CONCEAL LED DRIVERS IN QUARTZ RETURN AT FIN WALL CABINET 4 BEYOND ADJUSTABLE SHELVES N Y PAINTED WOOD PANEL 2X4 WALL, 3/4" PLYWOOD EACH SIDE 1/8" KERF REVEAL 4" PAINTED WOOD BASE PANEL FLUSH PAINTED WOOD BASE = PANEL .: " ' • - s :'. �_' AZEK FL00 PAINTEDFLOOR SINK .`.':Ts... ,; ,'. .' •, """.':' .. , .: •.P,..: SURROUND. SEALANT BETWEEN . .. .'it' ...� .. ., ...t ;.. ' ' AZEK AND SINK RIM '•" " < '= '• '- " FLOOR SINK TOE KICK BEYOND s Bar - Liquor Cabinet 4 Bar - Section @ Sink A6.8 Scale: 1 1/2" =1'-0" A6.8 Scale: 1 1/2" = l'-0" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION GLBBEAM PLANS EXAMINER 0 DATE 7.,I2,(i1"y ,LIP PER STRUCTURAL FRAMING PER STRUCT 'U BEAD AT TOP OF WALL DRYWALL CONTINUES PAST F.O. BEAM, FURRING/SHIMMING AS NECESSARY TO MEET DRYWALL FINISH SPECIFICATION Wall @ Beam - Drywall Inset From F.O. Beam A6.11 Scale: Half Actual Size GLB BEAM STRUCTURAL / FRAMING PER STRUCT WOOD BACKBAND TRIM CUT FROM 514 x 2 TRIM RECEIVESICOVERS T.O. DRYWALL TO MEET DRYWALL FINISHMING AS NECESSARY SPECIFICATION ION WALL ASSEMBLY PER PLAN (_2 Wall @ Beam - Drywall Flush or <5/8" Proud A6.11 Scale. Half Actual Size PER STRUCTURAL RUCT DUES PAST F.O. BEAM, NG AS NECESSARY TO MEET SPECIFICATION -rim environmental WORKS Community Design Center 40215th Avenue East Seattle, Washington 98112 phone: 208.329,8300 fax: 206.329,5494 Edmonds Waterfront Center New Construction 220 Railroad Ave. Edmonds, WA 98020 W Interior Details Data 12.27.2018 _Building Permit Submittal Revisions 4 01.31.2020 Permit Update Drawn by sc Checked by (P.M.). SK Checked by (QC.): )' RT WALL ASSEMBLY PER PLAN - - Pralect No 15015A 1 Wall @ Beam - Drywall >5/8" Proud 4 A6 1 1 A6.11 Scale: Half Actual Size FEB 0 c:.: BUILUBNO OEPARTfv1EAB i �� CITY OF EDMONDS �� QUARTZ FACE, MITER AT EDGES WITH C70P AND QUARTZ FACE AT ENDS 2" PANEL FLUSH WITH PANELS ABOVE (I.E. NOT A RECESSED KICK) Bar East Elevation \� �.12 Scale: 1/2" = 1'-0" ROLL -DOWN DOOR HOUSING — OPEN TO KITCHEN STAINED WOOD BEYOND WHEN OPEN SURROUND T QUARTZ CTOP — EDGE IS FLUSH WICABINET PANEL PAINTED PANELS — - FIXED S RECESSED TOE KICK — - BTWN & 3 Kitchen Pass -Through �.l Scale: 1/2" = r-w OL WIAD 4- QUARTZ BACKSPLASH, FLUSH WIWOOD PANELS QUARTZ RETURNS AT INSIDE FACE OF COUNTERTOP EDGES, TYP I 3" DEEP TOE KICK ADJ. SHELF, TYP 1 61 Bar - south Elevation \� �.l Scale: 112" = r-o" TSTAINED WOOD SURROUND I BRONZE MIRRORED BACK 2- WALL TI If 2. PANEL FLUSH WITH PANELS ABOVE (I.E. NOT A RECESSED KICK) 1'21 Bar Shelf Cabinet \� �.12 Scale: 1/2" = 1, -0" Bar f 4 - East Elevation \A�12 Scale: 1/2"=11-011 ESIN SHELVES, LIT STAINED WOOD SHELF PARTITION 2" STAINED WOOD UTOP EDGE IS FLUSH WICABINET PANEL STAINED WOOD FLUSH PANEL PAINTED WOOD DOOR PANELS WOOD �1 Bar - North Elevation �-12 Scale: 1/2" = 1 Kitchen Pass phrough T -12 Scale: I = v. ACE, MITER RPENDICULAR ACES REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION PLANS EXAMINER DATE Tjti�f&-D —rim environmental WORKS Community Design Center 402 1 5th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARcHi GER E UCKER KTA WAIIIINGTON Banquet R,,, C,,,,,rk Date 12.27.2018 Building Permit Submittal Revisions 4 01.31.2020 Permit Update Drawn by: SIG Checked by (P.M.), SK Checked by (C.C.), RT Project No. 15015A Bar - %%glan \� �12 Scale: FEB 0 5 20� BUILDINGDE RIMEI'T CITY OF EtA FRAMING c WALL ASSEMBLY PER PLAN FIBER CEMENT CLADDING SYSTEM, INSTALL PER MFR WARRANTEE REQUIREMENTS WRB_—_ SELF ADHERED FLASHING SS FLASHIN S° 114".�' ^ e a . ' Q.a IIII IIII IIII IIIIIIIIIIII �'d "' �. .a IIII IIII=IIII—IIII=IIII d —IIIIE II ull IIII IIII IIII till IIII INI II I =-,IIII Inl j I Foundation & Cladding @ Exposed Grade Scala• 3/d" = 1'-D" WALL ASSEMBLY PER PLAN FIBER CEMENT CLADDING SYSTEM; INSTALL PER MFR WARRANTY REQUIREMENTS WRB SELF ADHERED FLASHING I'STEP WITH 1/2" CHAMFER IIII TYPICAL FOR BANQUET ROOM IIII= d a d.. .ka 5114 •. 2-6 (PER STRUCT)• 3114 WALL AT GRID LINE A, RETURNING I _ I TOWALLATGRIDS3&1 I IIII ( - III=IIII— III ..IIII-II11�.-RIr�..,r; IIIII-I1 Foundation & Claddinq @ N&S Banquet Room WALL ASSEMBLY PER PLAN 8" CIP CURVED WALL WALL ASSEMBLY PER PLAN — CIP CURB WRB GRID BENFONITE WRB BENTONITE SS FLASHING/ INSULATIO �! BENTONITE WATER STOP PAINTED SS FLASHIN WATER STOP PROTECTION; ..� WATER STOP SLAB PER LANDSCAPE EXPANSION JOINT SEALANT &�i A EXPANSION JOINT SEALANT &BACKING '_'-""`•.'9 as 1 BACKING ROD WI FINISHING SAND ` a ROD WI FINISHING SAN .. •,•"•:: E° a '. d.e e a r R-10 INSULATIO .� '8"' R-101NSULATIO a.a = d a4 - EXTERIOR SLAB PER VAPOR BARRIER VAPOR BARRIER LANDSCAPE '3,14 - - d -COMPACTED FILL a c _ II—IIII—II 3114", _ d - R 101NSULATION — '. d a SLAB PER STRUCT - 4a g e. ,aI e IIII I GRADE GRADE BEAM PER STRUCT IIII—IIII IIII CIPGRADE BEAM PERSTRUCTCIP �' CONTINUE RIGID FOR 24' e _ 'a `. IIII IIII _ I —I d TO EXTERIO " IIII—I - IIII=IIII— • - IIII—ICIVIL—`r----x--r DRAIN ROCK .d IIII—I CIP GRADE BEAM PER STRUCT _ _ _ II—IIII = — — IIII—IIII IIII IIII PILE, PER STRUCTURAL - _ IIII IIII _ _ IIII—IIII IIII PILE, PER STRUCTURAL UCTUR BARRIER _ _ — _ INI IIII— II —III I—IIIII PILE,PERSTRUCTURAL IIII IIII IIIII II IIII IIIIIIII'm I IIII IIII IIIII VAPOR IIII-IIII=IIII—IIIIIIII - IIII IIII-IIII-IIII 11 Foundation @ Curtain Wall Alt Foundation at Cladding w/out Exterior Insulation Foundation at Stone Cladding' A7.1 Scale: 3/4" =1'-0" A7.1 Scale: 3/4" =1'-0" A7.1 Scale: 3/4" =1'-0" STONE VENEER SLAB PER LANDSCAPE ^- SENTONITE WATERSTOP d R-10 INSULATION VAPOR BARRIE da COMPACTED FILL SLAB PER STRUCT 4 I I IIII CONTINUE RIGID FOR 24' d `' .a TOEXTERIOR IIII a AIIII II�—IIII—I III CIP GRADE BEAM PER STRUCT II INIIIII _�� s ,(k_ -1111—IIII=HIM I1 PILE, PER STRUCTURAL 10 Foundation @ Curtain Wall A7.1 Scale: 3/4" = T-0" WALL ASSEMBLY PER PLAN CIP CURB WRB SS FLASHING/ INSULATION PROTECT ON EXPANSION JOINT SEALANT & BACKING ROD W/ FINISHING SAND R-10INSULATION VAPOR BARRIER COMPACTED FILL SLAB PER STRUCT CONTINUE RIGID FOR 24' - TO EXTERIOR CIP GRADE BEAM PER STRUCT PILE, PER STRUCTURAL 0. Wr`I` •i% E MW Foundation @ Ext. Wall w/Structural Slab Scale•'41d" = 1'-D" A 7.2 ALIGN LLI AM POST SEE 41A8.5 .STONE VENEER +PRECAST SILL BEYONDIBEHIND. WRB Mtiln Floor F.F. - I ' ASTENERS PER STRUCTURAL, ._.—. ...... ._._._._ COUNTERSINK & PLUG T.O. Slab _ _ SS FLASHING, LAP WITH WRB _ _ _ _ 50 Per Landscape Y, °.• ':�;.� ^; c,�� . q a ". ...+' �' "" ° •a .SEALANT & T.O. Grade Beam BACKER KNIFE PLATE POST BASE MADE OF 14' O" IIII r -- —. ROD 1/2" PAINTED STEEL III I e SLAB PER LANDSCAPE _ —IIII d m : ALIGN I a COLUMN PLINTH PER STRUCT a a b' Q a COMPACTED FILL d fia2� BEAM PER STRUCT— 'd.—IIII 512" II- 1410112 1 4 -V(PERd STRUCT). — STRUCTURAL SLAB PER STRUCT I III IIII—IIII— ELEVATION ` . IIII IIII IIII �_� IIII—IIII ,IIII .... 11 . SECTION e Foundation @ West Terrace Column X ; A7.1 Scale: 3/4" =1'-0" A7.1 Scale: 3/4' =1W . - - GRYID WALL ASSEMBLY PER PLAN CIP CURB— WRB SS FLASHING/ INSULATION— PROTECTION EXPANSION JOINT SEALANT &— BACKING ROD W/ FINISHING SAND R-101NSULATIO14— EXTERIOR SLAB PER LANDSCAPE— R-101NSULATICN— CIP GRADE BEAM PER STRUCT— DRAIN ROCK PER CIVIL PILE, PER STRUCTURAL - VAPOR BARRIER — 2 Typical Foundation Detail A7.1 Scale: 3/4" =1'-0" A 1 PRECAST CONCRETE SILL VAPOR �v-vv STONE 1"STEP WITH 117 CHAMFER CIP GRADE BEAM PER STRUCF — — IIII IIII: TYPICAL FOR BANQUET ROOM — IIII = WALL AT GRID LINE A, RETURNING EIIII = TO WALL AT GRIDS 3 & 10 PILE BEYOND PER STRUCT — 1 Foundation & Claddir A7.1 Scale: 34' =1'-0" I d a.' 4 2-6" ER STRUCT) III .ai 3114 � a A�=III IIII llll��ln: �—,�IIIIIIIIIIII 5 Bang6et Room . —rim environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 *64431TERBDUCKERRINGTON Foundation. Details NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions _ 1 04-02.2019 Parmit Revlsikms Drawn by: FSJ Checked by (P.M.): - SK RESL�3 k:nec"eeDY14tA:.1: RT APR 0 8 2019 Project No. -&V9WWAW15015A A7.1 ■■ 'ASSEMBLY FAUX KNIFE PLATE ABOVE COLUMN PER STRUCT NPANEL 9 9 1/2" 16 Top of Greenscreen A7.2 Scale:l 1/2" =1'-0" I e I ------as WALL CAP I A POST TO BEAM BRACKET PER STRUCT —FAUX GLULAM POST WRAP — SELFADHERED FLASHING MINOR SELF ADHERED FLASHING - - I PLAN - - SECTION PT WOOD WALL CAP BACKING FOR SS CAP SSCLEATE 12 Exposed Post @ Balcony A7.2 Scale:1 1/2" =1'-0" J o'.. GREEN SCREEN PANEL SYSTEM (OMIT AT SIM.) PROVIDE BLOCKING FOR GREENSCREEN BRACKETS (OMIT AT SIM.) 15 Deck Guard Wall Cap Greenscreen Mount FIBER CEMENT CLADDING SYSTEM - wi� PFLASHING AND SPRINKLOK BASE FLASHIN PAVERS ON PEDESTALS _. UPPER FLOOR F.F& TERMINATION BAR —MEMBRANE ROOF SYSTEM TAPERED INSULATION, SLOPE TO DRAIN BODE REQUIRED INSULATION PER STRUCT DR JOISTS EXPOSED GLULAM FAUX KNIFE PLATE WELDED TO COLUMN Ss WALL CAP SELF ADHERED FLASHING PT WOOD WALL CAP BACKIN( FOR SS CAP —SS CLEAT BRACKI GRID Y n� fig �u z RECESSED f seise BOLTINUTS LULAM POST INFILT I 11 WIDE FLANGE �POST PER STRUCT a a 1,-0" sQ s Exterior Post Beam Connection [ 4� Column -Plan Section A7.2 Scale: 11/2" =I W' AZ2 Scale:11/2"44' BEAM PER STRUCT PTD STEEL PLATE WIFASTENERS PERSTRUCT. WIDE FLANGE POST GLULAM POST INFILL PROVIDE BLOCKING AT WALL TYp, _ E pER PLAN DOWNSPOUT BRACKETS ROUND SS DOWNSPOUT BRACKET. 01 pt - ROUND SEAMLESS PAINTED I • METAL CORNERS METAL DOWNSPOUT, RUN _ --______ _(______________ -PLUMBANDTRUE. PAINTED SS I - - COL_ UMN WRAP RUBBER DOWNSPOUT----------- p _ d f _ CONNECTOR PLUG(FERNCO -. 2LAYERS USOC-6P OR EQUIV) TYPE X GWB j m 4 PVC TIGHTLINE, CUT FLUSH WRB a WITHCONCRETE, .8 WRB— COORDINATE LOCATION TO �. FIBER CEMENT CLADDING ELIMINATE NEED FOR. SYSTEM - COLUMN PER DOWNSPOUT BENDS. STRUCT Q ` a d CAP FLASHING AND FACE OF SIDING 2�. ASPRINKLOKBASEFLASHING a ABOVE_; 1114 PVC TIGHTLINE, CUT FLUSH WITH CONCRETE ' PAVERS ON PEDESTALS I COLUMN BASE hV E - . - SECTION TION PLATE PER STRUCT I FLAR P - I - UPPER FLOOR F.F. FACE OF BEAM I WRAP ABOVE D.Oil TERMINATION BAR r7 Exterior Column @ South Covered Space 1 Downspout to Tightline A%.2 Scale:11/2"=1'-0" - AZ2 Scale: 11/2"=1'-0" MEMBRANE ROOF SYSTEM I FIRE RATED WALL ASSEMBLY . - - - - - PER PLAN BEAM PER STRUCTURAL FIRE RATED FLOOR ASSEMBLY PER SECTION, FIRE RATED FLOOR CONTINUE TYPE XGYP&WRB ASSEMBLY PER SECTION, AROUND BEAM. ENSURE CONTINUE TYPE X GYP &WRB CONTINUITY WITH WALL AROUND BEAM. ENSURE ASSEMBLY RATED ASSEMBLY .... ..... CONTINUITY WITH WALL _ ASSEMBLY RATED ASSEMBLY W SELF ADHERED FLASHING _ INSIDE CORNER TRIM PAINTED SS FLASHING FIBER CEMENT SOFFIT J-METAL CLADDING TERMINATION,' - UTILITY ROOMS - HEMMED DRIP EDGE 777 �' IU _ ALUMINUM REGLETS AT INSIDE AND OUTSIDE CORNERS OF HARDIE SIDING COLUMN BEYOND, SEE 7/A7.2 1a South Deck To Guard Wall 10 South Deck at M.P. Room Wall s South Wall to Floor Above Unconditioned Space z Wall to Soffit 14 Scale:1 1i2" =1'-0" AZ2 Scale: 1 1/2" =1'-0" AZ2 Scale: 1 1/2" =1'-0" A7.2 Scale: 1 1/2" =1'-0" 5/4" F.C. SUBSILL, PART OF - WALL ASSEMBLY PER PLAN - CONTINUOUS WINDOW BOX WRAP F.C. WINDOW'BOX' JAMB BEYOND WRB-JAMBWRAP WRB 1' F.C. WINDOW'BOX' JAMB TRIM ' SELF ADHERED FLASHING AMB BEYOND F.C. WINDOW BOX' SILL BELOW IRD/RODENT/INSECT MESH PER PAINTED SS FLASHING. LOUVER MFR gB .BLOCKING FOR FASTENING BLOCKING FOR FASTENING BOX OUVER PER MECHANICAL - WINDOW BOX TRIM - TRIM EALANT AT BACKDAM rr. BACKER ROD -SEALANT AIR DAM 1"THICK F.C. WINDOW 'BOX` HEAD — - WRB JAM WRAP TRIM WRAP WALL FINISH INTO JAMB J S BACK DAMNWRB HEADMAMB WRAP - APPLIED SILL PAN FLASHING rc ce -----FLUID WINDOWSTOOLBELOW WRAP WALL FINISH INTO 1"WRB JAMB 3 SEALANT+BACKER ROD AIR DAM WALL FINISH JAMB RETURN JAMB BEYOND - - LOUVER PER MECHANICAL F.C. WINDOW'BOX' JAMB BEYOND WALL ASSEMBLY PER PLAN 13 TYPICAL LOUVER HEAD (s-� TYPICAL LOUVER SILL �- TYPICAL LOUVER JAMB A7.2 Scale: 1 112" =1'-0" AZ2 Scale: 1 1/2" =1'-0" A7.2 Scale:1 1/2" =1'-O" on, environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED e1,RCHB GER E UCKER Exterior Details Date 12.27.2018 Building Permit Submittal Revisions 1 04.022019 Permft Revisions Drawn by: FSJ Checked by (P.M.): SK . Checked by (C.C.): RT Project No. /� 15015A Rr%SUB A7.2 APR 0 8 2019 t ■ PIECE 1: ROUND SHEET METAL DUCT SEGMENT WI ATTACHED BOXED FU BIRD SCREENING (OMIT @ DRYER EXHAUST) NOTES: 1. ALL SEAMS BOTH PIECES TO BE SOLDERED.. - 2. BED JOINING FLANGES IN SEALANT. 3. ATTACH PIECE 1 TO PIECE 2 WI RIVETS. PIECE 2: 10 2-Piece Fabricated Wall Ca A7.3 Scale: 1 112" =1'-0" 1:..:1 � _— ll'}J I'' I _—WRB OPENING WRAP SS FLASHING WI DRIP EDGE & UPTURNED END DAMS @ END —� TRANSITIONS) SLOPE 5 DEGREES, EXTEND I- PAST - OPENING - -- 2-PIECE FABRICATED SS _ WALL CAPPER DTL. 101A7.3 j 5' THROAT SET FLANGE IN SEALANT AT - HEAD AND JAMBS ONLY �'�--- - --- - BACKER ROD AND SEALANT I AIR DAM I I L I _ —WRB OPENING WRAP fTEN SIDING WALLASSEMBLYPERPLAN Hardie Reveal Vertical Joint r4 Hardie Reveal Horizontal Joint A7.3 Scale: Half Actual Size A7.3 Scale: Half Actual Size WALL ASSEMBLY PER PLAN - WALL ASSEMBLY PER PLAN - - - - A. PANEL M HORIZONTAL PANEL F.C. CLADING_____,/i, STEM :11 BACKER ROD AND SEALANT I I I I I 1 I ^ J 1 V �A /I I \ I. \ �SYSTEEM PANEL F.C. CLADING \ STONE VENEER ; - Y' - WALL ASSEMBLY PER PLAN , V WALL ASSEMBLY PER PLAN I. —BACKER ROD AND SEALANT _ STONE VENEER Horizontal Ceraclad to Stone @ Inside Corner (-3 Vertical Ceraclad to Stone @ Inside Corner A7.3 Scale: 3" =1'-0" A7.3 Scale: 3" = 1'-0" WALL ASSEMBLY PER PLAN - VERTICAL PANEL F.C. CLADING SYSTEM - I - F.C. SYSTEM OUTSIDE CORNER VERTICAL PANEL F.C. CLADING I EXTERIOR PIECE, MODIFIED TO SYSTEM I _ APPROPRIATE DEPTH. BACKER ROD AND SEALANT F.C. SYSTEM OUTSIDE CORNER PIECE, MODIFIED TO - APPROPRIATE DEPTH. - F.C. PANEL SIDING I EXTEND J I WINDOW SILL ABOVEIBELOW i 3 WINDOW ABOVE/BELOW I •,, I i HORIZONTAL PANEL F.C. CLADING SYSTEM I n - - WALL ASSEMBLY PER PLAN E IOR �s� Vertical Ceraclad to Horizontal Ceraclad / 2 1 Ceraclad to Hardie Panel Siding A7.3 Scale: 3" =1'-9' A7.3 Scale: 3" =1'-0" WALL ASSEMBLY PER PLAN VERTICAL PANEL F.C. CLADING SYSTEM a .r, STONE VENEER F.C. SYSTEM OUTSIDE CORNER PIECE, d P a I I I CURTAIN WALL ABOVE MODIFIED TO APPROPRIATE DEPTH. -b ,'•'a '•P Ilj I - ' a� P' n 4•a I�" I I - EXTERIOR PRECAST SUBSILL ABOVE GROUT JOINT .. 1 I BACKER ROD AND SEALANT a P I 1 I WINDOW STOOL _LL.,___ I I !: STONE VENEER T- P T EXTERIO i F.C. SYSTEM OUTSIDE CORNER � PIECE, MODIFIED TO w � .,. APPROPRIATE DEPTH. w INTERIOR VERTICAL PANEL F.C. CLADING 3 .SYSTEM 3 I, WALL ASSEMBLY PER PLAN s " I Wall Exhaust Vent Hood s Ceraclad to Stone Below Curtain Wall A7.3 Scale: 3" =1'-0" A7.3 Scale: 3" = T-Y' INTERIOR Ceraclad to Stone at Scale: 3" = 1'-0" 9.. itu environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED AflDHI GER E UCKER SPA WASHINOTOPo Exterior Details NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit-lsbns Drawn by: FSJ Checked by (P.M.): SK Checked by (C.C.): RT Protect No. RESUB 15015A APR O B 2019 (A7. 3 ■■ �1oA'��/OJ,Ge.�rl.ov�J DRltI �AfaE SAIEALANTMETAL B CK DAM W/BEAD OF � -VD "'5 T' .. _ WINDOW OR LOUVER DEPENDING ON WALL ASSEMBLY PER PLAN,,�'�''FC'ME C 1�\'`� LOCATION f;A'(LpiMM�i1YC� FLUID APPLIED SILL PAN FLASHING - CLA�CoDDING PER ELEV OI - 3 WRB SS SILL FLASHING MEMBRANE ROOFING MEMBRANE ROOFING SS CLEAT SS CLEAT - UNDERLAYMENT UNDERLAYMENT SS CLEAT, SPOT WELDEDT WRB - MEMBRANE ROOFING MEMBRANE ROOFING - - ANGLE 2-PIECE SPRING LOCK - 2-PIECE SPRING LOCK REGLET FLASHING REGLET FLASHING PAINTED SS FLASHING _-----MEMBRANE ROOFING UNDERLAYMENT - MEMBRANE ROOFING - PAINTED SS FLASHING - - PTO STEEL TUBE PER MEMBRANE ROOFING- UNDERLAYMENT SS CLEAT, SPOT WELDED TO STRUCT. 'ANGLE • MEMBRANE ROOFING - MEMBRANE ROOFING _ TUBE STEEL BEYOND BRACKET NOTCH FOR ------ - `--------- 8"x8"SS SUMP/DOWNSPOUT --------------------- FLASHING 1 : �CRICKET AS NECESSARY FOR DRAINAGE F - SLEEVE/BOOT T B - - - - BRACKET BEYOND FOR KNIFE PLATE BEYOND, SET FLUSH WITH - CLEVIS TENSION ROD FITTING 1.5x1.5 STEEL ANGLE AST CLADDING PER ELEVATION PERIMETER, SUPPORTS PAINTED STEEL ANGLE, PER STRUCT CARDECKING WRB T PAINTED METAL DOWNSPOUT CARDECKING 1.5x1.5 STEEL ANGLE AT ' PAINTED STEEL ANGLE, PER STRUCT PAINTED SS HEAD FLASHING SEE 15/A7A FOR PERIMETER, SUPPORTS - - WRB WINDOW WRAP - CALLOUTS IN COMMON � CARDECKING 15 Steel Canopy at Wall 11 Steel Canopy to Wall at Downspout l 7 1 Steel Canop Edge @ Clevis Fitting Bracket �� Steel Canopy Interstitial Member & Edge A A Scale: 1 1/2" =1=0" A7.4 Scale:1 1/2" = IT' A7.4 Scale: 1 1/2" =1'-O" A7.4 Scale:1 1/2"=1'-0'r L - 1 8'-93/8" _ PRECAST CONCRETE WALL L rl- AT CLOSEST POINT CAP, SET IN MORTAR. 2' 0" ANCHOR TO FRAMING AS NECESSARYSS SPRING LOCK CAP ` FLASHING • • .: .. - SS CAP FLASHING CAP FLASHIN - SS CLEAT SS CLEAT 1, 2-PIECE SPRING LOCK - 2-PIECE SPRING LOCK SELF ADHERED FLASHING \ REGLET FLASHING SELF ADHERED FLASHING REGLET FLASHING VAPOR BARRIER SELF ADHERED FLASHING \ STANDING SEAM METAL _ 3x CAR DECKING PER STRUCT s FIRE BARRIER SEALANT CANE - AIRSEAL AT WALL TO CARDECKING - IF WRB FIRE RATED WALL ASSEMBLY PER PLAN 14 South Rake A7A Scale:1 1/2" =1'-0" FRAMING 12 �— f" CHAMFER TRIM, STND WOOD SEALANT CANT AIRSEAL AT WALL TO CARDECKING FIBER CEMENT CLADDING SYSTEM CLADDING TERMINATION PER MFR PAINTED SS FLASHING PT WOOD WATER TABLE W/PAINTED SS FLASHING WRAP PAINTED SS FLASHING WRB WDW WRAP —ROLL DOWN SHADES - 12 Rake Detail, North Roof at Conference Room A7.4 Scale: 1 1/2" = V-D" —STANDING SEAM METAL — ROOFING OVER SELF ADHERED MEMBRANE. PAINTED METAL Z CLEAT — BETWEEN RIBS ROOF PANEL TURNED UP AT — EDGE SS CLEAT CLIP PER ROOF MFR— PAINTED SS FASCIA — FLASHING, FASTENER AT TOP CONCEALED BY ROOF FLASHING, CLIPPED TO CONTINUOUS CLEATAT BOTTOM �— CONTINUOUS SS CLEAT, — TURN BACK TO CONCEAL EDGE OF CARDECKING COPPER END CAP AT EACH BEAM SEALANTAND BACKER ROD AIR FLUID APPLIED SILL PAN FLAB F.C. SMOOTH FACED' SS DRIP FLASHING WI END D SS DRIP FLASHING W/ END SS DRIP FLASHING W/ END e Roof @ Multi -Purpose Room A7.4 Scale: 1 1/2" =1'-0" STANDING SEAM METAL ROOF TO WALL DETAIL PER MANUFACTURER ROOF TO WALL DETAIL PER MANUFACTURER SYSTEM r5-� Parapet at Stone Cladding (�) Parapet at Fiber Cement Cladding Scale: 1 1/2" =1'-0" Scale: 1 1/2" =1'-O" STANDING SEAM METAL i ROOFING OVER SELF ADHERED MEMBRANE. .STANDING SEAM METAL - TERMINATION PER ROOF MFR - ROOFING OVER SELF ADHERED MEMBRANE. SELF ADHERED MEMBRANE & GUTTER HANER DETAIL �eeeeeeeeeeeeee♦ ♦eee°eeeeeeeeee, •�aaiaeeei� °�e��rrr. .—PER �`� ROOFING �OOOOe°000000�.•!°OOODi°OOODi►0000i°DOOOODODOODO�<°O°O°OOOOOOisOODiiOiB°i°i� �OOOO�OOa�°00000��WALL •eo•�ed�`�oe000eo•°, TO, DOOOOOOOOOi►e00°°O°e000000000000� DOOOOOODOODODO00�°Oe0°OD0000000 ,.eeeeeee.°.e.°.°.°.°.ee.°.°.°.°.°.°.°.°.°.°.ee.°. �eeeseeee°eeeeee°eee,S ♦eeeeeeeeeeeeeeeeee♦ NOOO000000000000000�� ..................., .................... CLEAT r LSELF �-r��!�.o..°.°�1�1�1.e.°� J �/ ADHEREDFLASHING ,.eeeee.°.e.°.e.�.°.e.°.eeeeeee.°.e.°.eeeee. L..................., .................... ,.°.ee°e°eeeee.°.ee.°.e.°.°.°.°.eel reeeeeeeeeeeeeeeeee,� �A.�.�eeee♦°°°ee♦---SS FASCIA FLASHING, r� ASTENER AT TOP :ONCEALED BY ROOF FLASHING, CLIPPED TO S FLASHING CONTINUOUS CLEATAT �•�� =,I -�SEALANT CANT AIRSEAL A! :s sWALL TO CARDECKING ee environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ARCH. GER UCKER aPA WABHINGTON Roof Details NOT FOR CONSTRUCTION I TURN BACK TO CONCEAL 1 - 1 FIBER CEMENT CLADDING - EDGE OF CARDECKING 1. - SYSTEM WRB PAINTED METAL FLASHING 4'41/2" - 311T- .. Date GLULAM BEAM OFFSET FROM - - - COPPER END CAP AT - - 12.27.201 S GRID AS SHOWN - EACH BEAM, USE - SPACERS TO PROVIDEAIRSPACE Building Permit Submittal SELF ADHERED FLASHING OR - - BETWEEN - Revisions EQUIV. TO SEAL WRB TO - - - FLASHING AND BEAM, 1 1l 1 UNDERSIDE OF BEAM. EXTEND PAST BOTTOM 1 04.02.-11 Pa -I R-on. BACKER ROD -SEALANT OF BEAM TO PREVENT SELF ADHERED FLASHING OR WICKING. - EQUIV. TO SEAL WRB TO -. -. GLULAM BEAM - UNDERSIDE OF BEAM. L_ 1 PT WOOD WATER TABLE W/PAINTED SS FLASHING WRAP . WRB - - Drawn by: FSJ Checked by (P.M.): SK - Checked by (Q.C.): RESUB -- RT APR 0 0 2019 Ptole1Act No. 750e 5 5 Exposed Beam Face at East Wall Roof EdEast A7 4 A7.4 Scale: 1 1/2" =1'4' A Scale:1 1/2" = 1'4' TURN UP VIER METAI MEMBRANE UN LAPS VAPOR BARRIER BAS OVER 2x BLOCKING STAINLESS STEEL Z-FLEX DELUXE RAIN CAP, INSTALL PER MANUF. REQT'S ROOF JACK, INSTALL PER MANUPS REQUIREMENTS a SEE DETAIL 7/A7 5 FOR ADDITIONAL NOTES ON ROOF JACK INSTALLATION MEMBRANE UNDERLAYMENT WRAPS UP DUCT, ADHERES TO VAPOR BARRIER BASE SHEET. VAPOR BARRIER WRAPS UP DUCT BRACING COLLAR @ UNDERSIDES ENDS OF METAL ROOF PANELS@CRICKET (PENTHOUSE) - FULLY -ADHERED PVC - - MEMBRANE CRICKET 12" (50 MIL FIBERTITE-XT-KEE OR EQUIVALENT) ar �t 12 ' 1.5� - 12 12I" BASE OF SADDLE FLASHING TO MATCH ADJACENT ROOF SLOPE r �r - ALIGN UPTURNED EDGE WI METAL ROOF PANEL RIB -. 12' 12" / rr rr PRIRNED EDGE (I- MIN.) DENOTES 24 GAUGE KEE COATED/CLAD METAL 1Y\ 2" TRANSITION FLASHING WI UPTURNED SIDE - \e2• SPLICEDlALIGNED W/THE METAL ROOF PANEL RIBS -. (FULLY -HEAT WELD KEE MEMBRANE TO TOP SURFACE IN CONTINUOUS, WATERTIGHT FASHION) Elevator Penthouse & Skylight Cricket a Saddle Flashing Outside Corner A7.5 Not to Scale A7.5 Not to Scale NOTES: 1) PENETRATIONS SHOULD BE CENTERED IN PANELS IF AT ALL POSSIBLE 2) SUBSTRATE MULL BE CUT OUT ENOUGH _ - SO THAT DEKTITE IS ONLY ATTACHED TO ROOF PANEL. PIPE OR CONDUIT PENETRATION- 1 12' METAL ROOF PANELS PER SPECS STAINLESS STEEL HOSE CLAMP WHEN USING WOOD SUBSTRATE - - WOOD CUTOUT MUST BE 1" DIA LARGER THAN ROOF JACK _ ROOF JACK (DEKTITE OR EQUAL) INSTALL PER MANUFACTURER'S Jl hill i l SEE DETAIL 81A7.4 OF ROOF DECK �'" " "" """ "" -------BASE OF SADDLE FLASHING TO U FOR SIMILAR NOTES - - MATCH ADJACENT ROOF SLOPE SHEET METAL DUCT - FIELD CUT HOLE 1" MIN. LARGER - THANPIPE. LOCATE ALL PIPE IN 15 Elevator Penthouse Roof High -End Eave Detail �o Hood Exhaust Roof Vent Detail 7 Roof Jack Detail THE BROAD FLAT OF THE PANEL 3 Saddle Flashin Inside Corner 11�!1 Scale: 1 1/2" = T-0" A7.5 Scale: 1 1/2" =1'-0" A7.5 Not to Scale A7.5 Not to Scale TURN UP VERT. LEG OF CUT METAL ROOF PANEL MEMBRA LAPS DOWN FASCI HEMMED DRIP EDGE & CL VAPOR BARRIER BASE SHEET LAPS Ir OVER, • TOP OF CONT. •. OF - SEE fll AR AILNO •. ElevatorTE • Roof Rake Detail ® L STANDING SEAM METAL ROOFING ADHERED SELF ADHERED MEMBRANE OOF PANEL TURNED DOWN ATEDGE —VAPOR BARRIER BASE SHEET LAPS OVER, SEAL TO TOP OF WRB �—SS CLEAT c —CONT. INSECT SCREEN WRAPS TOP OF FURRING STRIPS SEE DETAIL 5/A7.4 FOR SIMILAR NOTES ROOF EXHAUST MEMBRANE UNDERLAYMENT WRAPS UP&OVER CURB (ADHERE TO VAPOR BARRIER)— KYNARCOATED SHEEfMETAL FLASHING — ROOF TO WALL FLASHING PER MTL. ROOF MANUF.— STEEL ANGLE FOR FAN/DUCT SUPPORT PER MECH. 2x4 CURB CAPINAILER ZERO CLEARANCE FIRE WRAPPED TYPE 1 GREASE DUCT PER MECH. 3/4" PLY. TO FLUSH OUT W/ INSULATION OPENING FRAMING PER STRUCT. VAPOR BARRIER BASE SHEET WRAPS UP & OVER CURB FRAMING AND CURB OPENING FRAMING PER STRUCT. SHAFT FRAMING & INSULATION CONTINUOUS TO TOP OF CURB 13 Elevator Penthouse Roof Low -End Eave Detail Type 1 Duct Roof Exhaust Fan Detail A7.5 Scale: 1 112" = 1'-0" A7.5 Scale: 1 1/2" = 1'-0" ICE AN] COATED METAL FLASHING (ALLY BROKEN CURB w/ iAL CAP FLASHING PER MFR M U -. - - METAL ROOFING i EMB- E UNDERLAYMENT WRApU p CURB AND ADHERES TO J CR1/A5.3 VAPOR BARRIER BASE SHEET I ROOF TO WALL FLASHING PER PAINTED GWB W/PVA PRIMER MTL. ROOF MANUF u 0 TYPICAL ROOF ASSEMBLY - - SET ROOF HATCH IN FULL - BEAD .OFSEALANT LED COVE LIGHTING AT WARMING - 314" PLYWOOD TO FLUSH OUT KITCHEN ONLY, ALL FOUR SIDES LA Wl TOP OF INSULATION .. —OPENING FRAMING PER STRUCT. - VAPOR BARRIER BASE SHEET WRAPS UP CURB FRAMING AND CURB 5/4X4TRIM 0 OPENING FRAMING PER STRUCT. Skylight Detail 1 Roof Hatch Detail A7.5 Scale: 3" =1'-0" A7.5 Scale: 1 1/2" =1'-0" CURBI STRUC METAL ROOF TO —ru environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6"3 REGISTERED ARCHI GER E UCKER 67A WAM114G'ON Roof Details NOT FOR CONSTRUCTION Data 12.27.2018 Building Permit Submittal Revisions 1 04.02,2D19 Permit Revisions Drawn bv: FSJ Checked by (P.M.): SK Checked by (Q.C.): RT Prefect No. 15015A RESUS A7.5 APR 0 8 2019 6■■ oN DOOR SCHEDULE THICKNESS VEST.'101 VEST. 101 INITY MEETING ROOM A 102 INITY MEETING ROOM A 102 UNTENANCE 103 RECEPTION -105 = KIOSK -106 VEST. -108 VEST. -108 DOOR MATERIAL ALUM. & GLASS ALUM. & GLASS METAL WOOD METAL WOOD WOOD ALUM. & GLASS ALUM. & GLASS WOOD WOOD WOOD WOOD WOOD FRAME DETAILS I HARDWARERATING MATERIAL FINISH HEAD JAMB THRESHOLD U-VALUE LOUVERI INDICATI SCHED \ SIZE AS uON SCHI L F.F.E. -_ W_I ennn rnoe SIDELIGH SELF -CLOSING, PANIC HARDWARE - SIDELIGH SELF -CLOSING, NOT LOCKING Qa - IRE -RATED NOT LOCKING hF1G HARDWARE 111B I BANQUET ROOM -109/110 3'0" 7'0" I I I- -DHW #12 IBY MOVABLE PARTITION MFG. PANIC HARDWARE 112A KITCHEN-115 TV 77 1112" P-1 POLYMER H.P.L. H.M. PTD.. 3/A8.2 DHW #11 DOUBLE ACTING 112B KITCHEN-115 TV TV 112" P-1 POLYMER H.P.L. H.M. PTD. 3/A8.2 - DHW#11 DOUBLE ACTING 113 KITCHEN-115 10'8" 6'7" 1/z, M-12 METAL METAL 13/A8.2 14/A8.2 121A8.2 DHW#12 ROLLING COUNTER DOOR 114 COATS -114 11.7'0 13/4" W-8 WOOD CLEAR H.M. PTD. 71A8.2 71A8.2 1/A8.2 DHW#13 115 KITCHEN-115 3'6' 7'0' 13/4' M-3 METAL PTD H.M. PTD. 7/A82 7/A82 21A8.2 DHW#11 DOUBLE ACTING 1Fl.A'(Cti' �S 1�RG/iDCD 3- -Ea EQ. q/ 4 S.G. [.G S.G. F.F.E g W-2 WOOD DOWR w/ HALF-LITE W-3 - W-4 p.L�D pR. EWV-5 � Epp - pLI EWy6J WOOOD DOOR w/ WOOD DOOR w/ S FULLdITE wl SIDELITE R FULLDLITE w/ (2j SIDELIITES VISION PANEL FULL-LITE SAFETY 116 DRY STORAGE-116 YV 7'0' 1 314° M-3 METAL PTD. H.M. PTD. 7/A82 7IA8.2 2/A8.2 DHW #17 - - W-7 W-8 W-9 117 CHAIR STORAGE -117 66" TO" 1314" W-8 WOOD CLEAR H.M. PTD. 7/A8.2 7IA8.2 1/A8.2 �DHW#14 - - SOLID CORE WOOD DOOR SOLID CORE WOOD DOOR E Vy D 00R118 ENTRYVEST.118 6'0° 8'0" 2" M-8 ALUM.&GLASS DK.BRZ ALUM. - DK.BRZ 6/A8.8 2NA8.8 11AB.8 .58 STC42 W/TRANSOM&SIDELIGHT,SELF-CLOSING, PANIC HARDWAREFULL-LITEw SIDELITE (PMR) ()w/VISIONPANELS119 ENTRYVEST.118 67 8'O" 2 M-8 ALUM.&GLASS DK.BRZ ALUM. DK.BRZ IWI TRANSOM &SIDELIGH SELF -CLOSING, NOT LOCKINGSAFETY - - 120 MEWS-120 - 3'0" TO 13W W-1 WOOD CLEAR H.M. PTD.-7/A8.2 71A8.2 - - DHW#15 - 1. SAFETY 121 WOMEN'S-121 310" 7'0" 1314" W-1 WOOD - CLEAR H.M. PTD. 7/A8.2 7IA8.2 -- DHW#15 - GLAZIN FULL LOUVER 122 ELEC. -122 810" TO" -1314" W-8 WOOD CLEAR H.M. - PTD. 7/A8.2 7/A8.2 -- DHW#16 WHERE -_ 123A THRIFTSTORE-123 3'0" T0" 13/4" W-5 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 - DHW#17 WI SIDELIGHT INDICATED ON E - 123B THRIFT STORE -123 12'0" TO" 11/2" M-11 ALUM.BGLASS DK. BRZ, ALUM. DK.BRZ DHW#12 POWER -OPERATED SLIDING DOOR IN ACCORDANCE WITH IBC SCHEDULE C3 SECTION 1210.1.4.2 k _ __1 Li 123C THRIFT STORE -123 37. TO"1314" M-1 I METAL PTD. H.M.. PTD. VA8.2 71A8.2 -- DHW#17 W/ FULL LOUVER PER MECH. -3 `\ `\ W/ TRANSOM, FIRE -RATED, INTEGRAL WELDED NAIL FIN AT 124 REC.IMARK./STOR.-124 3'0" TO" 13/4' M-15 METAL PTD.- H.M. PTD. 11IA8.8 14/A8.8 13/A8.8 .37 DHW 14-H #19 3R f4 ` 1 XTERIOR 125 LAUNDRY-125 3'0" T0" 13/4" M-3 METAL PTD. H.M. PTD. 7lA8.2 7/A8.2 - DHW #17 F F_E _ 126 FAMILYWC-126 TO" T0" 13W W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 - DHW#18 ASELF-CLOSING - 1 M-1 - M-2 M-3 M4 M-5 127 GREEN ROOM -127 Mr 7'0" 13/4" W-1 WOOD CLEAR H.M. PTD. VA8.2 7/A8.2- 21A8.2 DHW#17 SELF -CLOSING HOLLOWMETAL INSULATED - LLOW CORE IN3ULq Ep gULATED METAL D00R 128 DMARC-128 - 3'0" T0" 1314" W-1 WOOD CLEAR H.M. PTD. 7IAB.2. 71A8.2 - DHW#05 1-HR UNDER STAIR, FIRE -RATED DOOR METAL DOOR METAL DOOR. .STOREFRONT DOORAIR)wIVISION PANELS SELF -CLOSING PANIC HARDWARE INTEGRAL WELDED NAIL FULL-LITE 129A VESTIBULE -129 1. TO" - 1314" M-5 METAL PTD. H.M. PTD. 11/AB.8 10/A8.8 13/A8.8 .58 -NDHW#14 FI A ERIOR 129B VESTIBULE-129 61W TO" - 1 3W W-9 WOOD CLEAR H.M. PTD. 71A8.2 7/A8.2 SELF -CLOSING, PANIC HARDWARE 1 130 STAGE STORAGE-130 67 TO" 1314" W-8 WOOD CLEAR H.M. PTD. 71A8.2 71A82 - 1/A8.2 131 STAGE STORAGE -131 6'0" TO' 13/4" W-8 WOOD CLEAR H.M. PTD. 71A8.2 71A8.2 11A8.2 132 AV STOR. -132 3Y1.To" CHAIN LINK 133 WATER-133B 1.TO" 13W M-2 METAL PTD. H.M. PTD. 11/A8.8 10/A8.8 13/A8.8 .37 INTEGRAL WELDED NAIL FIN AT EXTERIOR 134 ELEC.-134 3'6" TO" 13/4" M-2 METAL PTD. H.M. PTD. I1/A8.8 10/A8.8 131A8.8 .37 INTEGRAL WELDED NAIL FIN AT EXTERIOR 135 MECH. -135 1. TO" 13/4" M-2 METAL PTD. H.M. PTD: IIIAB.8 10/A8.8 - 131A8.8 .37 DHW#19 INTEGRAL WELDED NAIL FIN AT EXTERIOR 136 OUTDOOR STOR.-136 1. - 7-0" 1314" M-2 METAL PTD. H.M. PTD. 11/A8.8 10,14/A8.8 131A8.8 .37 DHW#19 INTEGRAL WELDED NAIL FIN AT EXTERIOR 137 SPRINKLER-137 TO' TO" 1314" M-15 METAL PTD. H.M. PTD. 11/A8.8 WAILS 131A8.8 .37 DHW#,91 3/4-HR EXTEORM,FIRE-RATED, INTEGRAL WELDED NAIL FIN AT 138 OUTDOOR UTILITY ACCESS WO' 8'0" 13/4" M-14 STEEL PTD. I STEEL PTD. DHW#29 OR GALVANIZED AT CONTRACTOR'S OPTION 139 OUTDOOR UTILITY ACCESS 4'0" 8W 13/4" M43 STEEL PTD. STEEL PTD. DHW#20 OR GALVANIZED AT CONTRACTOR'S OPTION 204 COMMUNITY MEETING ROOM B-204 37 77 1 3A" W-7 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 DHW #17 WI SIDELIGHT; MIN. IN' LAMINATED OR 1" INSULATED G ING 205 ELEV. CONTROL ROOM -205 1. TO" 1314" W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/AB.2 4/A8.2 DHW#04 1 314-HR 206 STOR.-206 3'0" TO" 13/4" - W-1 - WOOD CLEAR H.M. PTD. 71A8.2 7/A8.2 4/A8.2 DHW #04 i 207 GAME ROOM -219 310. TO" 1314" W-2 . WOOD CLEAR H.M. PTD. 71A8.2 7/A8.2 4/A8.2 DHW #21 PANIC HARDWARE 1 208 MULTIPURPOSE ROOM 4-208 37 TO" 1314" W-5 WOOD - CLEAR H.M. PTD. 7/A8.2 7/A8:2 41A8.2 DHW#17 STC 50 IMSIDELIGHT; MIN. 1/4"LAMINATEDORI"INSULATEDGLAZING 209 STOR. - 209 3'0" TO" 1314" W-1 . WOOD . CLEAR H.M. PTD. 7/A8.2 7/A8.2 3/A8.2 DHW #04 WI MIN. 10"XI Y LOUVER PER MECH. 210 STOR.-210 3'0" TO" 13W W-1 WOOD CLEAR I H.M. PTD. I 7/A8.2 71A8.2 3/A8.2 DHW#04 - 211 MULTIPURPOSE ROOM 3 -211 VO". TO" 1314" . W-5 WOOD CLEAR H.M. PTD. - 7/A8.2 . 7/A8.2 41A82 DHW #17 STC 50 W/ SIDELIGHT; MIN. 1W LAMINATED OR I' INSULATED GLAZING 212 STOR.-212 To" T0" 1314" W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/AB.2 - 4/A82 - DHW#04 213 ELEC. -213 VT TO' 1314" - W-8 WOOD CLEAR H.M. PTD. 7/A8.2. 7IA8.2 41A8.2 DHW#16 214 MULTIPURPOSE ROOM 2 - 214 TO" 711' 13/4" W-5 WOOD CLEAR H.M. PTD. 7/A8.2 71A8.2 402 DHW 922 STC 50 W/ SIDELIGHT; MIN. 1W LAMINATED OR V INSULATED GLAZING' 214A MULTIPURPOSE ROOM 2- 214/216 37 77 DHW #12 BY MOVABLE PARTITION MFG. 215 STOR.-215 Vol T0° 13W W-1- WOOD CLEAR. H.M. PTD. 7/A8.2 7/A8.2 31A8.2 DHW#04 216 MULTIPURPOSE ROOM I.216 3'0" TO" 13W W.5 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 4/A8.2 DHW#22 STC 50 - W/SIDELIG T IN 1/4" 1 A E R " INS' A E GLAZIN PANIC HARDWARE 217 GAME ROOM -219 3W TO" 13W W-2 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 DHW #22 STC 50 MIN.1/4" LAMINATED OR 1" INSULATED G N 218 JAN.-218B TO" TO" 13W W-1 WOOD CLEAR H.M. PTD 7/AB.2 7/A8.2 4/A82 DHW#04 219 GAME ROOM -219 - 3'0" TO" 1314" M4 - ALUM. & GLASS PTD. H.M. PTD. 6/A8.8 4,71A8.8 WASS .58 DHW 723 SEE DOOR SCHEDULE NOTE #1 BELOW 2 220 SHRD. OFF. -22D 1. TO"- 13/4" W-6 WOOD CLEAR H.M. PTD. 7/A8.2 -7/A8.2 DHW 924 W/SIDELIGHTS 221 CLINIC-221 3'0" 77 13W- W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7IA8.2 4/A8.2 DHW#24 222 CLINIC -222 Sir 77. 131V' W-1 -WOOD. CLEAR H.M. PTD. 7/AB.2 7/A8.2 4/AB.2 DHW#24 223 CLINIC-223 3'0" TO' 13/4" INA WOOD CLEAR H.M. PTD. 7/A8.2 - 7IA8.2- 4/A8.2 DHW#24 224 CLINIC-224 37 T0" 13/4" W-1 WOOD - CLEAR H.M. PTD. 7/A8.2 71A8.2 41A8.2 DHW#24 225 OFFICE -225 30" 77 1314" W-2 WOOD CLEAR H.M. PTD. 7/A8.2 I 71A8.2 DHW#24 226 STOR. -226 -3'0• TO" 1314" W-1 - - WOOD CLEAR H.M. PTD. - 7IA8.2 7IA8.2 DHW #27 - W/ MIN. 6"X10" LOUVER PER MECH. �ROs� Ph1�iL ITT (}j jF LA17 { WMINUM&GLASS OREFRONT DOOR IS/IDE� WI TRANSOM&SIDELIGHT Iza• .G. - S.G. S.G. S.G. ' S.G. F.F.E. M-10 227 HALL-236 -3'0" T0" 13W W.3- - WOOD CLEAR H.M. PTD. 7/A8.2 71A8.2 - DHW#03 - - M '-��STOREFf20NT D00R 'FAIR 228 CONFERENCE-228 TO" 7'0" 13/4' W-7 WOOD CLEAR H.M. PTD 71A82 71A8.2 - DHW#24 WI SIDELIGHT; MIN. 1/4"LAMINATED OR I"INSULATED GLAZING W�j XIErI T UPO1,6 A' ROVAti $.1 jHE 229 OFFICE-229 TO" 7'0" 13/4' W-7 WOOD CLEAR H.M. PTD.- 71A82 71A8.2 - DHW#24 WI SIDELIGHT; MIN. 114"LAMINATED OR I" INSULATED GLAZING erwo1.LT�,j BUtiLQI.�i Oi'Fj6A'L �i. F1 230 OFFICE - 230 3'0" TO" 13/4" W-7 WOOD CLEAR H.M. PTD. - 7IA8.2 71A8.2 - DHW #24 W/ SIDELIGHT, MIN. 1W LAMINATED OR V INSULATED GLAZING / N 1/ "lA INA ED OR -INSULATED 2"SQ.PTD. STEEL Fs 231 OFFICE-231 30 TO 1314 W-7 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 DHW#24 W SIDELIGHT, MI 4 M T 232 SOUTH BALCONY 3'0" TO" 1314" M4 ALUM. & GLASS PTD. H.M. PTD. 6/A8.8 4IA8.8 5/A8.8 .58 DHW #23 SEE DOOR SCHEDULE NOTE #1 BELOW 2 233 STAFF BREAKROOM-233 T0" 7'0" 1314" W-2 WOOD CLEAR H.M. PTD. 7/A8.2 7IA8.2 4/A8.2 DHW#24 WI MIN. 12"X14" LOUVER PER MECH. 235 SERVER/IT-235 3'0" 7'0" 13W' W-1 WOOD CLEAR H.M. PTD. 7/A8.2 - 71A8.2 4/A8.2 DHW#27 236 HALL-236 3'O" T0" 13/4" W-3 WOOD CLEAR H.M. PTD 71A8.2 7/A8.2 DHW#03 237 WOMEN'S-237 3,0" T0" 1314, W-1 WOOD CLEAR H.M.. - PTD. 1IAB.2 7/A8.2 4/A8.2 DHW#15 238 MEN'S-238 TO" TO" 13/4' W-1 WOOD - CLEAR H.M. -PTD. 71AB.2 7/A8.2 _ VAR DHW#15 DOOR SCHEDULE NOTES: 1. LOCKING DEVICE ALLOWABLE PER CITY OF BELLEVUE POLICY ON LOCKED EGRESS DOORS FROM OCCUPIED EXTERIOR AREAS, ISSUED D. A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE INTERIOR SIDE ON OR ADJACENT TO EACH LOCKED REQUIRED 0312212017, AND CONVERSATION WITH CITY OF EDMONDS BUILDING OFFICIAL. EGRESS DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THE OUTDOOR AREA IS OCCUPIED." LETTERS SHALL BE PER CITY OF BELLEVUE POLICY: MINIMUM V HIGH ON A CONTRASTING BACKGROUND. THE SIGN SHALL BE LOCATED 48" TO 60" ABOVE THE FINISH FLOOR AND 2 A. OCCUPANT LOAD OF THE OCCUPIED EXTERIOR AREA SHALL NOT EXCEED 300. - NEAREST EDGE OF THE SIGN SHALL BE MIN. 18" LATERALLY FROM THE ADJACENT EDGE OF THE EGRESS DOOR. B. A TWO-WAY COMMUNICATION DEVICE INSTALLED IN ACCORDANCE WITH IBC 1009.8.1 AND 1009.8.2 SHALL BE LOCATED PER CITY OF EDMONDS BUILDING OFFICIAL: ADJACENT TO ONE OF THE REQUIRED EGRESS DOORS ON THE EXTERIOR SIDE, CENTERED NO MORE THAN 24" LATERALLY E DOOR TO HAVE AN ELECTRONIC LOCK THAT HAS AN INTERIOR OVERRIDE BUTTON WITH SIGNAGE DECLARING IT AS SUCH. THE FROM THE EDGE OF THE DOOR AND BETWEEN 34" TO 48" ABOVE THE WALKING SURFACE. ELECTRONIC LOCK WILL HAVE A KEYED SWITCH SO THE DOOR CAN BE LEFT OPEN DURING REGULAR HOURS. THE DOOR WILL C. A CLEAR WINDOW OR GLAZED DOOR OPENING, NOT LESS THAN 5 SF IN AREA SHALL BE PROVIDED IN THE WALL SEPARATING AUTOMATICALLY UNLOCK WITH LOSS OF POWER, FIRE ALARM, AND INTERIOR OVERRIDE BUTTON. THE INSIDE OF THE BUILDING FROM THE OUTDOOR AREA MINIMUM NET CLEAR OPENING HEIGHT= 24'. MINIMUM NET CLEAR F. THE TWO-WAY COMMUNICATION DEVICE SHALL BE A ONE TOUCH DIAL SYSTEM THAT WILL DIAL FRONT DESK AND THEN 1 OPEN ING WIDTH=20'. CENTER OF GLAZED OPENING SHALL BE 48"TO 60" ABOVE FINISH FLOOR AND NEAREST EDGE OF THE - - DEFAULT TO 911.911 WILL AUTOMATICALLY KNOW ADDRESS AND WILL BE ABLE TO SPEAK TO OCCUPANT. GLAZED OPENING SHALL BE NO MORE MIN.18" LATERALLY FROM THE ADJACENT EDGE OF THE EGRESS DOOR. - M-1I W-10 (AIR�w/VISION WOOD DOOR ND TRANSOM NOT USED M-6 M-8 ALUMINUM & GLASS . - ALUMINUM&GLASS STOREFRONT. DOOR STOREFRONT DOOR. w/TRANSOM & SIDELIGHT w/ TRANSOM & SIDELIGHT NOTE: 1. FIELD VERIFY ALL SIZES PRIOR TO ORDERING. 2. ALL DOOR AND GATE HARDWARE TO COMPLY WITH ICC/ANSI At 17.12009 SEC 404.2.7. 3. ALL MEANS OF EGRESS DOOR HARDWARE TO I 0 C 0 0 A A TER 2 KEY CAPABLE OF OPENING ANY DOOR IN THE FACILITY WILL BE LOCATED IN BOTH KNOX BOXES. ;ru environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329. Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 J.A EGISTERED.UCKERWASHIN6YON Door Types & Schedules NOT FOR CONSTRUCTION -► S.G. � m - - 9 Date - - - - - - - - - ------ - 12.27.2018 M-12 _ Building Permit Submittal )R - ROLLING COUNTER DOOR - Revisions 2" SQ. PTD. STEEL TL FRAME. 2" X 12" PTD. STL TUBE RAIL .2"X12"PTD. STL. 11T SO.4 GA TUBE RAIL WELDED STEEL 112" SO.4 GA. WELDE WIRE MESH- STEEL WIRE MESH M-13 M-14 STEEL GATNE STEEL GATE (PAIR W1INACTIVE LEAF) DoorpoorT�es Scale: 1W = T-0 M-15 P-1 INSULATED POLYMERDOOR W7/TRANSOM WIVISIONPANEL 2 05.03.2019 Permit Revisions 1 04.022019 Permit Revisions _ Drawn by: \! ST Checked by (P.M.): by ( SK � ----- - /� Checked by (O.C.): RT 15015A `� ES od1 B LIAY 0 6 2019 A8.1 DOOR SCHEDULE ID ROOM NOMINAL SIZE TYPE DOOR FRAME DETAILS U-VALUE HARDWARE RATING COMMENTS WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH HEAD JAMB THRESHOLD 100 ENTRY VEST. 101 TV 8'0" 2" M-7 ALUM. & GLASS DK.BRZ ALUM. DK.BRZ 6/A8.8 2,71A8.8 1IA8.8 .58 DHW #01 STC 42 W/ TRANSOM & SIDELIGH SELF -CLOSING, PANIC HARDWARE 1 101 ENTRY VEST. 101 TV 8.0" 2" M-7 ALUM.&GLASS DK.BRZ ALUM. DK.BRZ DHW#02 W/TRANSOM&SIDELIGH SELFCLOSING, NOT LOCKING 102A COMMUNITY MEETING ROOM A 102 37 TV 13/4' 4 W3 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 21A8.2 DHW #03 SELF -CLOSING 102B COMMUNITY MEETING ROOM 102 37 TO" 1314" W-4 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 2/A8.2 DHW #03 103 IJANJMAINTENANCE 103 310. TO° 13/4" 4 W-1 OD CLEAR H.M. PTD. 7/A82 71A8.2 DHW#04 SELF -CLOSING 105 ENTRY RECEPTION -105 2'0" 77 13W W-1 WOOD CLEAR I H.M. I PTD. 7/A8.2 7/A8.2 - DHW#25 106 COFFEE KICSK-106 q 2'0" 4'0' 1314' W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 DHW #05 1-HR UNDER STAIR, FIRE -RATED 107 ENTRY-108 6'0" 7'10" 2" M-10 ALUM.&GLASS DK.BRZ ALUM. DK.BRZ 6/A8.6 5/AB.6 DHW#06 SELF -CLOSING, NOT LOCKING 108 ENTRY VEST. - 108 601 810" 2" M-9 ALUM. &GLASS DK.BRZ ALUM. DK.BRZ 141A8.6 51A8.6 13/A8.6 .58 DHW#07 SELF -CLOSING, PANIC HARDWARE 109A BANQUET ROOM -109 6'0" 8'0" 134' W-10 WOOD CLEAR H.M. PTD. 7/A8.2 7,8/A8.2 4/A8.2 DHW#08 PANIC HARDWARE 109B BANQUET ROOM -109 610" 8'0" 1314" W-10 WOOD CLEAR H.M. PTD. 71A8.2 WAB.2 I 41A8.2 I DHW#08 PANIC HARDWARE 109C BANQUET ROOM -109 610" 8'0..1 13/4" W-10 WOOD CLEAR H.M. PTD. 71A8.2 81A8.2 4/A8.2 DHW#08 PANIC HARDWARE 109D BANQUET ROOM -109 SO" 8'D" 13/4" W-10 WOOD CLEAR H.M. PTD. 71AS.2 7,8/A8.2 4/A8.2 DHW#08 PANIC HARDWARE 110 BANQUET ROOM -110 6'0' TO" 13/4" W-9 WOOD CLEAR H.M. PTD. 71A8.2 7/A8.2 1/A8.2 DHW#09 PANIC HARDWARE 111A BANQUET ROOM -ID91110 SIT TV' DHW#12 BYMOVABLEPARTITION MFG. PANIC HARDWARE 111E BANQUET ROOM -1D9/110 3'0' TO" - DHW#12 BY MOVABLE PARTITION MFG. PANIC HARDWARE 112A KITCHEN -115 3'0" T0° 11/2" P-1 POLYMER H.P.L. H.M. PTD. 3/A8.2 DHW#11 DOUBLE ACTING 112B KITCHEN -115 TO" TO' 11/2" P-1 POLYMER H.P.L. H.M. PTD. I WA8.2 I DHW#11 DOUBLE ACTING 113 KITCHEN -115 MB" 67' 10 M-12 METAL METAL 13/AB.2 141A8.2 121A8.2 DHW#12 IROULING COUNTER DOOR 114 COATS-114 5'6" TO" 1314' W-8 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 11A8.2 DHW#13 115 KITCHEN-115 SV TO" 13/4" M-3 METAL PTD H.M. PTD. -- - 11A6.2 DHW#11 DOUBLE ACTING 116 DRY STORAGE -116 T0" TO" 13/4" M-3 .METAL PTD. I H.M. PTD. 7/AB.2 7/A8.2 21A8.2 DHW#17 V 4 117 6FFICE-117 3'0" TO" I W-2 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 DH9#27 118 ENTRYVEST.118 610' 810" 2" M-8 ALUM. &GLASS DK.BRZ ALUM. DK.BRZ 6/A8.8 2,3/A8.8 11A8.8 .58 DHW#01 STC 42 W/TRANSOM& SIDELIGHT,SELF-CLOSING, PANIC HARDWARE 119 ENTRYVESTAIB 600" 810" 2" M-8 ALUM. &GLASS DK.BRZ ALUM. DK.BRZ I DHW#02 W/ TRANSOM & SIDELIGHSELF-CLOSING, NOT LOCKING 12D MEN'S-120 3'0" TO" 1314" W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 I DHW#15 1 121 WOMEN'S-121 1. TO" 1 1314" W-1 WOOD CLEAR H.M. PTD. 7/AB.2 7/A8.2 DHW#15 FU. 122 ELEC. -122 8'0' TO" 13/4" W-8 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 - DHW#16 123A THRIFT STORE -123 11.1 TV' II.. W-5 WOOD CLEAR H.M. PTD. 71AB.2 7/A8.2 DHW#17 W/SIDELIGHT IND 1 1238 THRIFT STORE -123 12'0" 4 8'0" 1112" M-11 ALUM. BGLASS DK. BRZ. ALUM. DK.BRZ DHW#12 POWER -OPERATED SLIDING DOOR IN ACCORDANCE WITH IBC SECTION 1010.1.4.2 123C THRIFT STORE -123 31" T0" 13/4" M-1 METAL- PTD. H.M. PTD. 7/A8.2 71AB.2 - DHW#17 W/ FULL LOUVER PER MECH. 124 REC.IMARK./STOR. -124 3'0" TO° 1 314" M-15 METAL PTD. H.M. PTD. 11IA8.8 141A8.8 13/A8.8 .37 DHW #19 1 3/4iiR WI�IOR M, FIRE -RATED, INTEGRAL WELDED NAIL FIN AT 125 LAUNDRY -125 T01 TV' 13/4" M-3 METAL PTD. H.M. PTD. 71A8.2 7/A8.2 - DHW#17 126 FAMILYWC-126 3'0" 71" 13/4" W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 - DHW#18 SELF -CLOSING 1 127 GREEN ROOM -127 3'0" 71" 139' W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 21A8.2 DHW#17 SELF -CLOSING 128 DMARC-128 TO" 7'0" 139' W-1 WOOD CLEAR H.M. PTD. 7/A8.2 71A8.2 - DHW#05 1-HR UN -RATED 129A VESTIBULE -129 60" 71" 139' M5 METAL PTD. H.M. PTD. 1,/A8.8 100.8 131A8.8 .58 DHW#10 SELF -CLOSING PANIC HARDWARE FI AT TER OR TEGRAL WELDED NAIL. 129B VESTIBULE -129 67 TO" 13/4" W-9 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 DHW 1M8 SELF-CLOSING,PANIC HARDWARE Y1 130 STAGE STORAGE -130 67 TV" 13/4" W-8 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 1/A8.2 DHW#14 131 STAGE STORAGE -131 I'll. TV` 13/4" W-8 WOOD CLEAR H.M. PTD. 7/A8.271A8.2 11A8.2 DHW#14 4 132 NOT USED 133 WATER-133B 3'6" 7'0" 13/4" M-2 METAL PTO. H.M. PTD. 11IA8.8 10/A8.8 13/A8.8 .37 DHW#19 INTEGRAL WELDED NAIL FIN AT EXTERIOR 134 ELEC.-134 3'8" TO" 13/4" M-2 METAL PTD. H.M. I PTD. 11/A8.8 10/A8.8 13/AB.B .37 DHW#19 INTEGRAL WELDED NAIL FIN AT EXTERIOR 4 135 NOT USED 136 OUTDOOR STOR.-136 3'6" TO" 13/4° M-2 METAL PTD. H.M. PTD. 111A8.8 10,14/A8.8 13/A8.8 .37 DHW #19 INTEGRAL WELDED NAIL FIN AT EXTERIOR 137 SPRINKLER -137 1. TV 13/4" M-15 METAL PTD. H.M. PTD. 111ABS 14/A8.8 13/A8.8 .37 DHW #19 1 314-HR WITE TRAIORNSOM, FIRE -RATED, INTEGRAL WELDED NAIL FIN AT 138 OUTDOOR UTILITY ACCESS 610. SO" 1314" M-14 STEEL PTD. STEEL PTD. DHW#29 OR GALVANIZED AT CONTRACTOR'S OPTION 139 OUTDOOR UTILITY ACCESS 4'0" 6'0' 13/4" M-13 STEEL PTD. STEEL PTD. DHW#28 OR GALVANIZED AT CONTRACTOR'S OPTION 204 COMMUNITY MEETING ROOM B-204 TO' TO" 13/4" W-7 - WOOD CLEAR H.M. PTD. 7/A8.2 71AB.2 -- DHW#17 W/ SIDELIGHT; MIN. 114"LAMINATED OR I" INSULATED GLAZING 206 ELEV. CONTROL ROOM-205 3'0' TO' 13/4" W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 41A8.2 DHW#04 1 3141HR 206 STOR.-206 To. TV II.. W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 4/A8.2 DHW#04 1 207 GAME ROOM -219 38' T0" 1 314" W-2 WOOD CLEAR H.M. - PTD. 7/A8.2 - 71AB.2 4/A8.2 DHW #21 PANIC HARDWARE 1 208 MULTIPURPOSE ROOM 4-208 37 T(T 13/4" W5 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 4/A8.2 DHW#17 STC50 W/ SIDELIGHT; MIN. 1/4"LAMINATED OR I" INSULATED GLAZING 209 STOR.-209 37 77 13/4" W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 3/A8.2 DHW#04 W/ MIN. 10"X10" LOUVER PER MECH. 210 STOR.-210 3v" TO" 13/4' W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 3/A8.2 DHW#04 211 MULTIPURPOSE ROOM 3-211 3V" TV 13W W5 WOOD CLEAR H.M. PTD. 7/AB.2 7/A8.2 41A8.2 DHW#17 STC 50 W/ SIDELIGHT; MIN. 114" LAMINATED OR I" INSULATED GLAZING 212 STOR.-212 3'0" rT 1314• W-1 WOOD CLEAR H.M. PTD. 7/A8.2. 7/A8.2 4/A8.2 DHW#04 213 ELEC. -213 8-0' TO' W-8 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 4/A8.2 DHW#16 214 MULTIPURPOSE ROOM 2-214 TO' TV' 13W W-5 WOOD CLEAR H.M. PTD. 7/A8.2 71A8.2 4IA8.2 DHW #22 1 STC 50 W/ SIDELIGHT; MIN. 1W LAMINATED OR 1" INSULATED GLAZING 214A MULTIPURPOSE ROOM 2-21406 T01 TV" DHW#12 BY MOVABLE PARTITION MFG. 215 STOR.-215 T0" TV 1314° W-1 WOOD CLEAR H.M. PTD. 7/A8.2 71AB.2 3/A8.2 DHW#04 216 MULTIPURPOSE ROOM 1-216 3'0" TO" 1314" W5 WOOD CLEAR H.M. PTD. 71AB.2 71A8.2 4/A8.2 DHW #22 STC 50 W/SIDED T' IN 14" LAMINA ED R V N U ATED GLAZIN PANIC HARDWARE 1 217 GAME ROOM -219 TO" TV" 1314" W-2 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 DHW #22 STC 50 MIN. 114" LAMINATED OR 1• INSU TED GLAZIN 218 JAN.-218B 1. T0" 1314' W-1 WOOD CLEAR H.M. PTD. 7/A8.2 VA8.2 4/A8.2 DHW#04 219 GAME ROOM -219 TIT TV 13/4" M-4 ALUM. &GLASS PTD. H.M. PTD. 6/A8S 4,7/A8.8 5/A8.8 .58 DHW#23 SEE DOOR SCHEDULE N0TE#1BEL0W 2 220 SHRD. OFF.-220 310' TO" 1314" W-6 WOOD CLEAR H.M. PTD. 71A8.2 7/A8.2 DHW#24 IW/SIDELIGHTS 221 CLINIC-221 310. TO 1314" W-1 WOOD CLEAR H.M. PTD. 7/A8.2 71A8.2 4/A8.2 DHW#24 222 CLINIC -222 3'0' T1.1314" W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 4/A8.2 DHW#24 223 CLINIC -223 37 T0' 1314" W-1 WOOD CLEAR H.M. PTD. 7/A82 71A8.2 4/A8.2 DHW#24 2.24 CLINIC -224 TO" 77 13W W-1 WOOD CLEAR H.M. PTD. 7/AB.2 7/A8.2 4/A8.2 DHW#24 225 OFFICE -225 310, TV 13W W-2 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 DHW#24 226 STOR.-226 3'0" TO" 13/4• W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 DHW#27 W/MIN. VX10" LOUVER PER MOVINSULATED 227 HALL -236 ".. 710" 1314" W-3 WOOD CLEAR H.M. PTD. 7/A82 7/AB.2 DHW #03 228 CONFERENCE-228 310" TO' 1314" W-7 WOOD CLEAR H.M. PTD 7/A8.2 7/A8.2 DHW#24 W/ SIDELIGHT; MIN. 1/4"LAMINULATED GLAZING 229 OFFICE -229 3'0" T0' 13/4" W-7 WOOD CLEAR H.M. PTD. 7/A8.2 7IAB.2 DHW#24 WI SIDELIGHT; MIN. IWLAMINULATED GLAZING 230 OFFICE -230 SO, TO" 1314" W-7 WOOD CLEAR H.M. PTD. 7/A8.2 7IA8.2 DHW#24 W/ SIDELIGHT; MIN. IWLAMINSULATED GLAZING231 OFFICE-231 3'0, 7'0' 1314" W-7 WOOD CLEAR H.M. PTD. 7/A8.2 7/AB.2 DHW#24 W/SIDELIGHT;MIN.1/4" LAMINULATED GLAZING232 SOUTH BALCONY 3'0- 77 13W M-0 ALUM. & GLASS PTD. H.M. PTD. 6/A8.8 41A8.8 5/A8.8 .58 DHW#23SEE DOOR SCHEDULE NOTE # 233 STAFF BREAKROOM -233 3'01 TO" 13/4" W-2 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 4/A8.2 DHW #24 W/ MIN. 12"X14" LOUVER PER MECH. 235 SERVEPJIT-235 310' 7'0" 13/4" W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A8.2 4/A8.2 DHW#27 236 HALL-236 3'0" 7'0" 139' W-3 WOOD CLEAR H.M. PTD 71A8.2 71A8.2 DHW 113 237 WOMEN'S-237 TO" TO" 13/4" W-1 WOOD CLEAR H.M. PTD: 7/A8.2 7/A8.2 4M2 DHW #15 238 MEN'S-238 3'0° TO" 139' W-1 WOOD CLEAR H.M. PTD. 7/A8.2 7/A82 4/A8.2 DHW#,5 DOOR SCHEDULE NOTES: 1. LOCKING DEVICE ALLOWABLE PER CITY OF BELLEVUE POLICY ON LOCKED EGRESS DOORS FROM OCCUPIED EXTERIOR AREAS, ISSUED D. A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE INTERIOR SIDE ON OR ADJACENT TO EACH LOCKED REQUIRED 03122/2017, AND CONVERSATION WITH CITY OF EDMONDS BUILDING OFFICIAL. EGRESS DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THE OUTDOOR AREA IS OCCUPIED." LETTERS SHALL BE PER CITY OF BELLEVUE POLICY: MINIMUM I" HIGH ON A CONTRASTING BACKGROUND. THE SIGN SHALL BE LOCATED 49'TO 60"ABOVE THE FINISH FLOOR AND 2 A OCCUPANT LOAD OF THE OCCUPIED EXTERIOR AREA SHALL NOT EXCEED 300. NEAREST EDGE OF THE SIGN SHALL BE MIN. 18" LATERALLY FROM THE ADJACENT EDGE OF THE EGRESS DOOR. B. A TWO-WAY COMMUNICATION DEVICE INSTALLED IN ACCORDANCE WITH IBC 1009.8.1 AND 1009.8.2 SHALL BE LOCATED PER CITY OF EDMONDS BUILDING OFFICIAL: ADJACENT TO ONE OF THE REQUIRED EGRESS DOORS ON THE EXTERIOR SIDE, CENTERED NO MORE THAN 24" LATERALLY E. DOOR TO HAVE AN ELECTRONIC LOCK THAT HAS AN INTERIOR OVERRIDE BUTTON WITH SIGNAGE DECLARING ITAS SUCH. THE FROM THE EDGE OF THE DOOR AND BETWEEN 34" TO 48" ABOVE THE WALKING SURFACE. ELECTRONIC LOCK WILL HAVE A KEYED SWITCH SO THE DOOR CAN BE LEFT OPEN DURING REGULAR HOURS. THE DOOR WILL C. A CLEAR WINDOW OR GLAZED DOOR OPENING, NOT LESS THAN 5 SF IN AREA SHALL BE PROVIDED IN THE WALL SEPARATING AUTOMATICALLY UNLOCK WITH LOSS OF POWER, FIRE ALARM, AND INTERIOR OVERRIDE BUTTON. THEINSIDE OF THE BUILDING FROM THE OUTDOOR AREA. MINIMUM NET CLEAR OPENING HEIGHT=24". MINIMUM NET CLEAR F. THE TWO-WAY COMMUNICATION DEVICE SHALL BEAONE TOUCH DIAL SYSTEM THAT WILL DIAL FRONT DESK AND THEN OPENING WIDTH = 20". CENTER OF GLAZED OPENING SHALL BE 48" TO 60"ABOVE FINISH FLOOR AND NEAREST EDGE OF THE DEFAULT TO 911.911 WILL AUTOMATICALLY KNOW ADDRESS AND WILL BE ABLE TO SPEAK TO OCCUPANT. C GLAZED OPENING SHALL BE NO MORE MIN.18" LATERALLY FROM THE ADJACENT EDGE OF THE EGRESS DOOR. / LOUVER WHERE INDICATED ON S.G SCHEDULE, \ SIZE AS NOTED \ EX ON SCHEDULE L _R 4 F.F.E. ��W-1 W-2 WO�DDOOR WOOD DOORwI HALF-LITE Wy7yo SOLID �WEEw/SIDED R SAFFTY LLOUVER WHERE c== :ATED ON E-- ICHEDUL K 3 =3 =3 F.F.E. M--1 M-qq2 HOLLO DORETAL INSMETLLLDT�D OR MULLION W-3 W-0 W-6 pLI EWy-6 WOOD DOOR wl WOOD DOOR wl S FUQL DITE wl S DEL),...R Fl1LLDLITE w/ (2) SIDELIOTOES VISION PANEL FULL-LITE W-B gEWV99 p p R L W-11N0N SOLID CO �PAy1R00D DOOR PAIR) 1i5 SIGN PANEES �AI aND TRAIOIJSOM E SR 1) SAFETY I{�LLOM3 M-4 M-57qLp METAL DOOR STOREFROONT DOOR I'PSUZL ISION PAANEES FULL-LITE T.O. Frame C.L. MULLION � 4 4 S.G. .G.- S.( Concrete- 15'-0' M-7 MS ALUMINUM & GLASS ALUMINUM & GLASS STOREFRONTDOOR STOREFRONT DOOR w/ TRANSOM & SIDELIGHT w/ TRANSOM & SIDELIGHT a P G. S.G. S.G. S.G. S.G. S.G. S.G. S.G. I F F_E_ _ M-10 UMM�NMM1I gLpSg ALUMINUM & GLASS AUTOMATIC SLIDING DOOR STOREFRONT DOOR (PAIR) XOOX OPERATION 2" SQ. PTD. STEEL TUBEFRAME M-13 MG4 OPEN MESH OPEN MESH STEEL GATE STEEL GATE (PAIR W/INACTIVE LEAF) Door Types A8.1 I Scale: 1/4" = 1'.0" PTD. STEEL TUBE E r PTD. sTL. RAIL 14 GA WELDED . WIRE MESH M-15 METAL DOOR W/TRANSOM NOT USED M-6 NOTOKEYCA.PABLE 1. IFY ALL SIZES PRIOR TO ORDERING. 2. AND GATE HARDWARE TO COMPLY ANSI A, 17.12009 SEC 404.2.7. 3. S OF EGRESS DOOR HARDWARE TO I 00 0 R 2 OF OPENING ANY DOOR IN THE WILL BE LOCATED IN BOTH KNOX BOXES. REVISED PLAN APPROVED CRY OF EDMONDS BUILDING DIVISION D PLANS EXAMINER % 17_i.( ifs DATE m environmental - WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 MULLION MULLION Edmonds Waterfront T.O. Frame Center - - ...... - - - - - c New Construction § 220 RAILROAD AVE. '4 EDMONDS, WA 98020 4 � " - 6443 \ / REGISTERED S.G. I I S.G. - ARONI GER E UCKER M-9 sPA WAGHINGTON ALUMINUM & GLASS STOREFRONT DOOR W/ TRANSOM & SIDELIGHT Door Types & Schedules Zv Date -- - -- - 12.27.2018 rytM-12 Building Permit Submittal COU ROLLING ALTER DOOR Revisions 1 04.02.2019 Permit Revisions SAFETY 2 05.03.2019 Permit Revisions GLAZIN 4 01.31.2020 PeImR Update 4 Drawn by: \ FSJ, ST a Checked by (P.M.): SK P-1 RT POLYMER DOOR - Prolect No. 15015A A8.1 FEB 0 5 7020 ■■ BUILDING UC-PAFiiP�4EN1' - �� CITY OT-EDft10ND5 REMOVABLE HANDLE FOR TELESCOPIC MECHANISM MOVABLE PARTITION PANEL -E PARTITION OPIC CLOSURE pW�AgLNL TYPE PER SOLID BLOCKING REQUIRED AT BOTH ENDS YOND DOOR PER AND TRIM SEALANT BOTH SIDES RUCT. FRAME PER SCHEDULE :DULE 1s Movable Partition Plan Detail 14 Coiling Door Jamb Detail 11 JAMB - Interior Relite 7 HEAD - Typ. Interior Door - Hollow Metal Frame (JAMB Sim.) A8.2 Scale: / 1/2" =1'-0" A8.2 Scale: 3" =1'-9' A8.2 Scale: 3" = 1'-0" As.2 Scale: 3" = t'-0" OF BEAM AT GRID A 1/2" FIR TRIM WIDE FLANGE BEAM PER STRUCT TOP OF BEAM AT EAST WALL OF MP ROOM END OF GLULAM OUTRIGGER BEYOND BEAM FLANGE SLOPING UP BEYOND WINDOWS BEYOND BOTH SIDES T.O. PARTITION TRACK ._._.39-T ACOUSTIC PARTITION —WINDOW JAMB SURROUND 17 Multipurpose Room Moveable Partition Section at Beam A8.2 Scale: 1 1/2" =1'-0" r18 Banquet Room Moveable Partition Section at Beam A8.2 Scale:/ 1/2" =1'-0" 1s Coiling Door Head Detail A8.2 Scale: 1 1/2" =1'-0" 51- ' f f 2' f --DOOR PER SCHEDULE TAPE BOTH SIDES PER SCHEDULE. ND ` HOLLOW METAL FRAME PER SCHEDULE FRAMEBEYOND - G DOOR PER 10 JAMB -Interior Door w/ Relite - A8.2 Scale: 3" =1'-0" STEEL COILING DOOR PER SCHEDULE 1 1 112" STAINLESS STEEL COUNTERTOP W/ WOOD STRUCTURE AND INVISIBLE SOSS HINGES 1x3 WOOD CASING, EA. SIDE 1"x1"x1/8" STAINLESS STEEL ANGLE COUNTER SUPPORT PER OF SHEETS JI J BASE PER FINISH �; SCHEDULE 12 CoilingDoor Sill Detail A8.2 Scale: 1 1/2" =1'-0 SOLID BLOCKING REQUIRED AT JAMBS AND HEAD WALL TYPE PER PLANS MOVABLE PARTITION %9 Movable Partition Pocket Door Jamb (Head Similar) A8.2 Scale: 3" =1'-0" s JAMB - Interior Door @ Banquet Room A8.2 Scale: 3" =1'-0" E PER SCHEDULE - CARPET EDGE GRIPPER TRANSITION STRIP CONC. FLOOR _ CARPET TILE PER FINISH SCHEDULE Cs) Carpet / Concrete Transition @ Lobby (Add Alt 2 Flooring) A8.2 Scale: 3" =1'-0" (DOOR FRAM FRAME &DOOR - - PER SCHEDULE _—THRESHOLD &SWEEP PER MANUR CONC. FLOOR CARPETTILEPER g , .FINISH SCHEDULE C 5 Carpet / Concrete Transition @ Vestibule Door A8.2 Scale: 3" =1'-0" FRAME &DOOR PER SCHEDUL TRANSITION STRIP VINYL PLANK, VCT, OR x RESILIENT SHEET FLOORIN 4� ---CARPET PER FINISH PER FINISH SCHEDULE SCHEDULE Vinyl Plank, VCT or Sheet Flooring / Carpet Transition As.2 FRAME &DOOR PER SCHEDUL - — TRANSITION /REDUCER STRIP. RESILIENT SHEET - VINYL PLANK FLOORING FLOORING PER —,.. ER - PER FINISH SCHEDULE FINISH SCHEDULE Resilient Flooring / Vinyl Plank Flooring Transition Ag 2 Scale: 3" = T-0" FRAME &DOOR PER SCHEDULE- -----------_,-----REDUCER STRIP (MECH. FASTENED) CONIC. FL00 CARPET TILE PER FINISH SCHEDULE Carpet / Interior Concrete Transition @ Door. A8 2 Scale: 3" =1'-0" C� environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 flEGISTEREO 4lflClil GER E UCKER sPA wA6HINBTOPo Interior Door Details NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revlslons - Drawn by: FSJ, ST - Checked by (P.M.): FRAME & DOOR , REDUCER STRIP SK PER SCHEDULE --(MECH.FASTENED) . Checked by P.C.): CONC. FLOOR VINYL PLANK OR RT HEAVY DUTY SHEET FLOORING PER Project No. FINISH SCHEDULE 15015A RESUB , 1 Vinyl Plank or HD Sheet Flooring I Concrete Transition APR 08 2019 A8 2 A8.2 Scale: 3" = 1'-0" ■■ WINDOW SCHEDULE Window Type Nominal Size Area(SF) Operation Mati. Details U-Value SHGC VT CPD# Comments: Width Height Head Jamb SIII WI VT 77 46 Rzed Vinyl 21A8.5 91A8.5 1/A8.5 0.26 0.22 0.51 VPI-A-18-01429-00001 PLYWOOD WRAP W2 277n" r5" 19 Fixed Vinyl 2/A8.5 4,8,9/A8.5 IIA8.5 0.26 0.22 0.51 VPI-A-18-01352-00001 PLYWOOD WRAP W3 67 2'4" 14 Fixed Vinyl 6,3/A8.5 91A8S 21A8.5 0.26 0.22 0.51 VPI-A-18-01352-00001 PLYWOOD WRAP W4 271/r 24" 6 Fixed Vinyl 6,3/A8.5- 4,8,9/AB.5 21A8.5 0.26 0.22 0.51 VPI-A-18-01352-00001 - PLYWOOD WRAP W5 6'2" 64" 39 Fixed Vinyl.. 21A8.5 WAILS 5/A8.5 0.27 0.23 0.52 VPI-A-18-01398-00001 PLYWOOD WRAP W6 27112" 64° 17 Fixed I VW 21A8.5 4,8,9IA8.5 51A8.5 0.26 0.22 0.51 VPI-A-18-91352-00001 PLYWOOD WRAP W7 612" 6'5" 40 Fixed - Vinyl 15/A8.5 - 91A8.7 4/A8.8 161A8.5 0.26 0.22 0.51 VPI-A-18-01352-00001 PLYWOOD WRAP TYP.; DRYWALL WRAP WI PLYWOOD STOOL IN ROOM 219 W8 3'U" V5" 19 Fixed. vinyl 9/A8.7 141A8.5 0.26 0.22 0.51 VPI-A-18-01352-00001 DRYWALL WRAP W/ PLYWOOD STOOL W9 3'r 5'4" 17 Fixed- Vinyl - 131A8.5 121A8.7 0.26 0.22 0.51 VPI.A-18-01572-00001 DRYWALL WRAP WI PLYWOOD STOOL W10 6'10" 54" 36 Fixed Vhy 13/A8.5 12/A8.7 0.26 0.22 0.51 VPI-A-18-01572-00001 DRYWALL WRAP WI PLYWOOD STOOL W11 37" 72* 7 Fxed Vinyl 1171A8.5 INA8.5 121A8.7 0.26 0.22 0.51 VPI-A-18-01572-00001 3/4-WFIRE-RATED' RYWALL WRAP W/ PLYWOOD STOW12 8'0° 510° 47 Fixed Vinyt 41A8'7 ' 8/A8.7 5/A8.5 SIM 0.26 0.22 0.5T VPI-A-18-01572-00001 STC 36; DRYWAL P W/ PLYWOOD STOOL -. W13 - 8'0' 5'4" 43 Fixed Vinyl 3/A8.5 4/A8.7 8/A8.7 S/A8.5 SIM 0.26 0.22 0.51 VPI.A-18-01572-00001 STC 381,pRYWALL WRAP W/ PLYWOOD STOOL Wi4 4'0" 4'0" 16 ::Shd�ffAlum. 21A6.7 8,10lA8:7 1lA8.7 - - 0.73 - 0.20 0.38 RDA-K-1-00005-00001 W/ STAINLESS STEEL SHELF PLYWOOD WRAP SKYLIGHT SCHEDULE Skylight Type Nominal Size Area SF Operation Mail. Detail t6Vaiue SHGC _ V7 CPD# Comments: Width Length SKI 27 8'0" 16 Fixed Alum. 51A7.5 0.5 0,33 - 0.54 CRY-M-16-00465-00027 SK2 210, 5'0" 10 Fixed Alum. 5/A7.5 0.5 - 0.33 0.54 CRY-M•16-00465-00027 SK3 4'0" 50" 24 Fixed Alum. 5/A7.5 0.5 0.33 0.54 CRY-M-16-00465-00027 SK4 4'0" 4'0° 16 Fixed Alum. 51A7.5 0.5 0.33 0.54 CRY4d•18-00465-00027 RELITE SCHEDULE Relite Type Nominal Size Area (SF) Operation Mail. Details. Comments: Width Height Had Jamb I Sill R1 2'8" 6'6" 18 Fixed H.M. 11/A8.2 SIM 111A8.2 111A8.2 SIM MIN. 114" LAMINATED OR 1" INSULATED GLAZING R2 6'4" 6'4" 40 Fixed H.M. 17IA8.2 SIM 11/A8.2 111A8.2 SIM MIN. 1l4" LAMINATED OR I" INSULATED GLAZING R3 9'6" 29, 19 Fixed H.M. I I/A8.2 SIM 11/A8.2 I I I/A8.2 SIM MIN. 114" LAMINATED OR I" INSULATED GLAZING 6-2- MULLION - X-V •IK EO EO -....-. SGSG B.O. Frames -.- .-_-...-.-.-.-.-._._._.-.--- _- W7 1N8 8 Relite Type Scale:1/4" = V- e,d SK1 Sk IY ight TYI Srala 1/4" = l'-I O SD SK3 SK4 F VIW (r i� ,Q ALIG STRF ALIG STRF T.0_Frame T.O. Forme N B.O. "'ma 4 op 0o B.O. Fia e 3 z I- 18', 0 M - q QO 0 Window Types A8.3 Scale: 114" =1'-0" 'Wg W4 MULLION ----' 4'-101/2" V-11/2" T.O. Frame _____ - ._ _ _ - __ B.O. Frame 38'-101/2' fL -- T.O. Forme 35-4" s. B.O. Frams . ---- ._.-2°.\'ff SG SG -.--.-.-.--.-.- B.O. Frame __.- ----------- -.-.-.- _.- .- _-._.-.-. -. - -..- T.O.Smwnd Floor Gypuete.� �~ 30'-V W5 W6 Jig Jig U)� U'M Ug JQ JZ JZ Jz . rz1z ir: fficn = �2 211- 6W >i >� K2 �Z. MULLION 2 4'-101/2" T-1112" W4 N W/ADJ T.O. Forme NT WDWS ' -- - - L 5-r rain" 28'-10" " ' ' i T.O. Frame Mullio , r N W/ADJ _ C.L. n - - - - - NTWDWS -.._ ._. - // - 2T-8.5" '3'- -- B.O. Fmme� T.O. Forme B.O. Frame 24'-ij" 2T-ly M11 u environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED AROHI GER E UCKER SYA WASNINGTON Window Types & Schedule NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 - D4.02.2019 PermitRevislons Drawn by: FSJ, ST Checked by (P.M.): SK Checked by (CIZ.): RT Project No. 15015A RESUB APR 0 8 2019 /� A Q.3 MON �� C� environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 WIUICKER forefront Types & Schedule NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions —04m.2m Pemrit Revisions Drawn by: FSJ, ST Checked by (P.M.): SK Checked by (O.C.): RT Project No. 15015A ESUB A8.4 APR 0 8 2019 ■■ CONCRETE SUBSILL BELOW WRB-FIELD GRID Y BEAM ABOVE GIRD F.C. SYSTEM OUTSIDE CORNER 4x FRAMING AT VERTICAL AND - 1- 51/2 X 10112" NONSTRUCTURAL PIECE, MODIFIED TO - HORIZONTAL MULLIONS BETWEEN GLULAM POST WRB - - APPROPRIATE DEPTH. GROUPINGS OF WINDOW UNITS. SELF ADHERED FLASHING SELF ADHERED FLASHING - 04 -SELF ADHERED - SET NAIL FLANGE IN 2'SEAMLESS SS DOWNSPOUT WRB FLASHING SEALANT AT HEAD AND PAINTED SS FLASHING WRB-JAMB WRAP JAMBS OF WINDOW ONLY 1" F.C. WINDOW'BOX'JAMB TRIM - ---\�___ \ SET NAIL FLANGE IN SEALANT AT BLOCKING FOR FASTENING \r HEAD AND JAMBS ONLX WINDOWBOXTRIM - F.C. WINDOW'BOX' SILL BELOW -_��_ 2"ROUND SEAMLESS _.__ _ _--- ___ _ .-- ,I i 1"THICK F.C. WINDOW'BOX' HEAD- _______ - RAIN LEADER FROM _____ ______ - ______- CONCRETE SUBSILL BELOW TRIM - BLOCKING FOR FASTENING CANOPY. PROVIDE I _ WINDOW PER SCHEDULE ' WINDOW BOX TRIM =___= - SOLID BLOCKING - _ A _�- --- - WRB WINDOW/JAMB WRAP - BEHIND F.C. PANEL EUROPLY MAPLE FACED E ROPL . MAPLE EUROPLY WINDOW I 'BOX' SURROUND, BACKER ROD+SEALANT AIR DAM WRB JAM WRAP a -._._._.- - --.-.- AT BRACKET LOCATIONSBACKER Q -- - UN SURROUND I i LAMINATIONS EXPOSED. - _ BACKER - ROD+SEALANT. ---COL. PER STRUCT SEALANT+BACKER ROD AIR DAM ...._-.-.-.-. _ ...... _ ......,... - ROD -SEALANT AIR DAM . ,• MOVABLE PARTITION BULB SEAL, CO - MAPLE EUROPLY WINDOW'BOX' - AIR DAM - \�---- _ WRB ---�1�-.-- _ _ _ WHERE OCCURS WINDOW JAMB BEYOND - SURROUND, LAMINATIONS EXPOSED. W H-8:1YY GWB MULLION WRAP SELF ADHERED SOLID BLOCKING REQUIRED AT VINYL WINDOW PER - TO WOW FRIJ FLASHING - BOTN EN OS OF PARTITION ELEVATIONISPECIFICATION WINDOW STOOL'BOX' BELOW WRB-JAMB WRAP - +1-61/2" - 1 F.C. WINDOW'BOX' JAMB BEYOND TO WDW FRM MOVABLE PARTITION PANELHE WHERE OCCURS n Window Head @ Punehed Opening in Ceraclad Siding13 Window Jamb @ Punched Opening in Ceraclad Siding � l 8 1 Banq. Room Jamb @ Grid 04 9 Ban . Room Vert Mullion 4 Vertical Mullion @ GLam Post- Plan A8.5 Scale: 1 1/2" =1'-0" A8.fr Scale: 1 1/2" =1'-0" A8.5 Scale:1 1/2" = VI A8.5 Scale:1 1/2" = VI A8.5 Scale: 1 1/2" =1'-0" L ^ l F.C. SUBSILL F.C. WINDOW'BOX' JAMB BEYOND - LAMINATED GLASS, A THICKNESS PER WRB FABRICATOR, I WINDOW JAMB BEYOND VINYL WINDOW PER WRB JAMB WRAP ABILITY TO SPAN AND SUPPORT LOADS AS WTSECTION PER STRUCT WRAPERED FLANGE @ 114":1'-0° ELEVATIONISPECIFICATION - - F.C. SYSTEM OUTSIDE CORNER SPECIFIED BY CODE ® 0 DEG, GLASS SPIDER FITTING, SEALANT -BACKER ROD AIR DAM - - PIECE, MODIFIED TO EACH SIDE OF FLANGE I MAPLE EUROPLYWINDOW- APPROPRIATE DEPTH. I BREAK METAL BOX GUTTER W/Y - 'BOX` SURROUND, - 112"' ' I DOWNSPOUTBEYOND • - LAMINATIONS EXPOSED. - - - ' I, SELF ADHERE S D WRB OVER S 10 7.2 FLUID APPLIED SILL FLASHING - BACKER ROD+SEALANT AIR DAM _---- _____-_-_________ - FLASHING .. swcs�x-ro- WRB _ 90 DEG, GLASS SPIDER _ i, SS FLASHING environmental .WINDOWSILL BELOW FITTING, EACH SIDE OF FLANGE - `I_ WRB SEALANT PER ACOUSTIC ENGINEER WORKS o .—.—.—._ Inc TUBE STEEL, CONNECTING _ SOFFIT Community Design Center WT SECTIONS CLEVIS BRACKET ON STEEL MAPLE EUROPLY WINDOW WINDOW TRIM PER SCHEDULE CLEVIS BRACKET COLUMN IN WALL 'BOX' SURROUND, - ; - .. .. -.. •...:...... - - _ LAMINATIONS EXPOSED. 402 15th Avenue Fist TENSION ROD W/CLEVIS MANUAL SHADES WNALANCE Seattle, Washington 98112 WINDOW STOOL'BOXOUT'BELOW FITTING phone: 208.329.8300 - - - - I - - I SEALANT -BACKER ROD AIR DAM fax: 206.329.5494 I.. _ SET NAIL FIN IN SEALANT AT HEAD 16 __ ___ Window SIf,-6-0 II Punched Opening in Ceraclad Siding 1z Typical Storefront Jamb @ Ceraclad Siding �� Banquet Room Canopy �3� Window Head @Banquet Room &JAMBS A8.5 Scale: 1 1/2" =1'-0" A8.5 Scale: 1 1/2" = VI A8.5 Scale: 1 1/2" =1'-0" A8.5 Scald:1 1/2" =1'-0- Edmonds Waterfront GRID A RI �. 1. Center GRID. New Construction WRB . ONT: TERM. BAR SET IN AND - I Q � I - COVERED WITH SEALANT TO CREATE - 2 3/4" SELF ADHERED FLASHING - AIRSEAL AT WALL TO CARDECKING I 220 RAILROAD AVE. SS FLASHING - yvRB WRB - - EDMONDS, WA 98020 - - SELF ADHERED FLASHING WINDOW JAMB BEYOND -VENTED BLOCKING SELF ADHERED FLASHING WRB _ - SEALANT+BACKER ROD AIR DAM BLOCKING FOR FASTENING SS FLASHING ,� BREAK METAL BACKDAM 6A43 ' WINDOWBOXTRIM ;i - - '� GWLAM BEAM _ REGISTERED - I" (ACTUAL) F.C. WINDOW'BOX' CLADDING SYSTEM TERMINATION ' -, I� -PAINTED METAL FLASHING _ LUID APPLIED SILL FLASHING ARCHI HEADTRIM I AT WINDOW HEAD PER SYSTEM ;I 'I F.C. SMOOTH FACED TRIM WRB WRB WINDOW WRAP MFR 4VR8 _ I+ SEALANT -BACKER ROD AIR DAM ; I PAINTED SS FLASHING GER E UCKER 5TA WASHINOTON - --- I GWB MULLION WRAP - - WINDOW TRIM PER MAPLE EUROPLY WINDOW SEALANT+BACKER ROD AIR DAM SCHEDULE 'BOX' SURROUND, x8 BEAM, FLUSH WIOUTSIDE OF I - - LAMINATIONS EXPOSED. - FRAMING BEYOND WINDOW JAMB BEYOND SEALANT+BACKER ROD AIR DAM - SEALANT+BACKER ROD AIR DAM Window Details VINYL WINDOW PER ELEVATIONISPECIFICATION, SET WINDOW JAMB BEYOND SET NAIL FIN IN SEALANT AT HEAD I NAIL FLANGE IN SEALANT BEAD AT V I I ALUMINUM STOREFRONT WINDOW & JAMBS SET NAIL FIN IN SEALANT AT HEAD HEADF=MBS DJAMBS(NO SEALANT AT I I I- I CERACLAD SIDING RETURN AT - WINDOW JAMB BEYOND -I &JAMBS NOT FOR CONSTRUCTION SILL FLANGE) SILL - I - JAMB BEYOND - GLULAM POST BEYOND I - - - i FIBER CEMENT SMOOTH FACE F.C. WINDOW'BOX'JAMB BEYOND I- I - TRIM 15 Window Head at F.G. Panel Over Ext. Insulation 11 Storefrent WDW Head @ F.C. Panel w/Out Rigid Insulation r6 Window Head @ Multi-Pur ose Room 2 Horizontal Mullion at Banq et Room A8.5 Scale:1 VI =1'-0" A8.5 Scale:1 12" =1'-0" I A8.5 S le:1 1/2" =1'1 T A8.5 Scala:1 1/2" =1'-0" - ' Date F.C. PANEL SYSTEM OUTSIDE I - I 12.27.2018 GRID 5/4' F.C. SUBSILL, PART OF I ^ I CORNER BEYOND GRID I I I GLULAM POST BEYOND WHERE I I I I Building Permit Submittal - CONTINUOUS WINDOW BOX WRAP - WINDOW JAMB BEYOND I OCCURS. I I A I _ I F.C. WINDOW'BOX'JAMB BEYOND � - ALUMINUM STORFRONT SYSTEM A I Q I WINDOW JAMB BEYOND - I - I I GLULAM POST BEYOND Revisions 1 04.02.2019 Permit Revidons I PER ELEVATIOWSPECIFICATION I - I PRECAST CONCRETE SUBSILL, SET - WINDOW JAMB BEYOND i SEALANT AT WINDOW FRAME TO. I - VINYL WINDOW PER - IN MORTAR AND PIN TO PRECAST VINYL WINDOW PER SYSTEM SUBSILL i ELEVATION/SPECIFICATION PANEL, ELEVATION (SPECIFICATION SS BACKDAM SEALANT+BACKER ROD AIR DAM - I FALANT+BACKER ROD AIR DAM SEALANT+BACKER ROD AIR DAM - WINDOW TRIM PER SCHEDULE - MAPLE EUROPLY WINDOW'80X' SURROUND, - MAPLE EUROPLY WINDOW'BOX' SURROUND, - MAPLE EUROPLY WINDOW'BOX' SURROUND, - - ,, - - LAMINATIONS EXPOSED. - _ LAMINATIONS EXPOSED. LAMINATIONS EXPOSED. BACKING ROD AND SEALANT AIR DAM 4 CONT. BACKDAM BLOCKING n li SS BACK DAMN _ _ Dawn by: - - FLUID APPLIED SILL PAN FLASHING - FLUID APPLIED SILL PAN FLASHING ,'• II FLUID APPLIED SILL PAN FLASHING For SST SS BACK DAMN li I - FLUID APPLIED SILL PAN FLASHING - : PAINTED SS FLASHING, FASTEN TO i WRB _ _ li WRB Checked by (P.M.): _ NOSE OF SUBSILL VIA CLEATS PAINTED AZEK SUBSILL - 2X FURRING SK WRB AZEK PVC SUBSILL - 2X FURRING -- - -Chedceil by (Q.C.): CLADDING TERMINATION AT SILL - RT - PER MFR STANDARD DETAILS - - - - Protect No. -- WRB 15015A i�t�� 1 1a Window Sill at F.C. Panel Over Ext. Insulation 10 Storefront WDW Sill @ F.C. Panel w/Out Rigid Insulation �� Vinyl WDW Sill @ F.C. Panel w/Out Rigid Insulation �� Window Sill at Banquet Room �� A8■ 5 A8.5 Scale: 11/2"-0" =1' A8.5 Scale: 1 1/2" = T-0" A8.5 Scale: 1 1/2" = TI A8.5 Scale: 1 1/2" =1'-0" APR 0 8 2019 FM? 12 g 3/4" \ v J _ WINDOW STOOL BELOW COL.& 7 F.O. WALL BELOW BEAM SILL FLASHING BELOW SELF ADHERED FLASHING LE FACED EUROPLY WINDOW TRIM 21I8" _ - PAINTED SS 6" SQUARE BREAK METAL COLUMN PAINTED METAL BACK DAM WRAP, 16 GAUGE, ONE PIECE WINDOW IS DRAWN AT CENTER OF 7 W/BEAD OF SEALANT TO WDW _-ONCRETE SUBSILL BELOW FOR FULL HEIGHT OF WRB WINDOW WRAP WINDOW FACET. DASHED LINE - FRAME, FACETED TO MATCH COLUMN. REPRESENTS PROJECTION OF WDW FRAME - ALUMINUM CURTAIN WALL SET WDW HEAD FLASHING& WINDOWISILL AT CORNER OF FACET. SELFADHERED FLASHING WRB IN SEALANT CANT �, MAPLE EUROPLY WINDOW'BOX' BACKER ROD+SEALANT AIR DAM FANFOLD INSULATION WRAP SS SILL FLASHING - SURROUND, LAMINATIONS EXPOSED. I BACKER ROD+SEALANT AIR DAM 00 ' OVER SA FLASHING BACKING ROD AND SEALANT _ 09 PT WOOD WATER TABLE a .—.—._ 2X6 FURRING WALL WIR-21IN w - WIPAINTED SS FLASHING - F.C. SYSTEM OUTSIDE CORNER _ INSULATION - a. WRAP Q PIECE, MODIFIED TO co) T.O. Frame -iy AMPPROOFING L APPROPRIATE DEPTH. 4 - -.-—_—.----. ------------ - - --- ;ilk 3T-2 ire ,i ` CURVED STEM WALL FOIL FACED WRB FLASHING CAP OVER STRUCTURAL COLUMN BASE BEAMS ABOVE a - - - _ WRB 11 1'2 I WALL ASSEMBLY PER PLAN A8.8 16Ex osed Beam Face at Ent 12 Window at Exposed Beam 6 Curtain Wall Sill 4 Curtain Wall Jamb - East A8.6 Scale:1 1/2" =1'-O" A8:6 Scale: 1 1/2" =1'-0" A8.6 Scale: l 1/2" =1'-0" A8.6 Scale: 1 1/2" =1'-0" _ GRAVEL STOP BEYOND GRID SELF ADHERED FLASHING TPO ROOFING, WRAP INTO SCUPPER PAINTED SSB SQUARE -GRAVEL STOP, CAPPED&SEALED END BREAK METAL COLUMN BREAK METAL BACKDAMWRAP 16 HEI GE, ONE PIECEBACKER ROD AND SEALANT AIR DAM fA .— FORFULL HEIGHT OFCOLUMN BACKER ROD AND SEALANT BREAK METAL BACKDAMSCUPPER/COLLECTOR BOX, ONE WINDOW TRIM PER SCHEDULE �EACH SIDE, SEE S ASS 6"SQUARE COLUMN WRAP. PAINTED SS FLASHINGSELF ADHERED FLASHINGWALL ASSEMBLY PER PLAN PAINTED SS CLEAT/FLASHING, BACKER ROD & CAUL;W!A IN. CLEARANCE- 2x MAX. DEFLECTION ISEE 21A8.61"THICK INSULATED METAACKER ROD & CAULK 8" WIDE, 6" TALL CONCRETE CURB I Wq(L BASE PER SCHEDULE ';I 'SELF ADHERED FLASHING SANDWICH PANEWIDE S.A.M. STRIP, CONTINUOUS .dBENTONITE WATER STOP EXPANSION JOINT WRB BOVE HEAD MULLION METAL CLADDING PANEL RACING CLIPS FASTENED TO ROOF DECK environmental 'I v - - ' - - - - - - AS REQ'0 PER CURTAINWALL MANUF. - WORKS n i 2°SEAMLESS, PAINTED SS DOWNSPOUT - VERTICAL MULLIONS BEYOND Community Design Canter a 16 I D I I III - - I I d - TYP. INSULATED ACOUSTIC CURTAINWALL GLAZING 402 15th Avenue East - Seattle, Washington 98112 Phone: 206.329.8300 fax: 206.329.5494 15 Post Base at Grids D & 12 11 Storefront Window Sill @ Foundation r7Vestibule Scupper Detail r3 � Curtain Wall Head A8.6 Scale: 1 1/2" =1'-0" A8.6 Scaler 1 1/2" =1'-0" A8.6 Scale: 1 1/2" =1'-0" A8.6 Scale: 1 1/2 =1'-0 Edmonds Waterfront PAINTED SS FASCIA TRIM, HELD IN - BACKER ROD AND SEALANT _ - - - PAINTED MOO Center PLACE BY CLEATS AT TOP AND - SS SILL FLASHING - - - BOTTOM SELF ADHERED FOIL FACED FLASHING . PVC ROOFING LAP OVER New Construction GRAVEL STOP FLASHING WI PAINTED METAL BACK DAM W/BEAD OF WRB & SA AS SHOWN 12 - CLEAT FOR FASCIA TRIM — SEALANT TO WDW FRAME - 23/8 ! 1X3 PTD WD TRIM -- =--"l - PAINTED SS GRAVEL ! - STOP FLASHING 220 RAILROAD 802 PVC ROOFING SYSTEM I 1X3 INSULATION p EDMOAILR WA 98020 CRICKET TO DRAIN TO RQOFEDGEBEYOND RI PAINTED SS- ! DOWNSPOUTS - nl - CLEATIFLASHING 3/4'AIR SPACE - - SELFADHERED 6443 J METAL, PAINTED MOD - of FLASHING REGISTERED WRB ----PAINTED MIX) :� WRB 2LAYERS AflCHI SELFADHERED FLASHING - - PAINTED METAL CLEAT PANEL CLADDING GER E UCKER 1X TRIM 5fA WASHIAIMN PTD SS FLASHING - - - ! BACKER ROD AND a PAINTED METAL CLEAT - EXTERIOR :INTERIOR SEALANT 1X T&G WOOD—� - PAINTED METAL FASCIA Window DEt8113 - CLADDING, TYP - - 1XT&GWOOD i TRIM r2 - West Vestibule Rake CLADDING, TYP i 1XT&GWOOD A8.6 Scale:11/2"=1'-0" 14 West Vestibule High Eave I CLADDING, TYP 514"T&G WOOD CLADDING, TYP BACKER ROD AND FLUSH PANEL METAL CLADDING A8.6 Scale: 1 1/2" =1'-0" SEALANT 1XTRIM - WRB WHERE WALL IS EXTERIOR 10 Roof To Curtain Wall s West Vestibule Eave Low SILL SEAL A8.6 Scale: 1 1/2^ =1'-0" A8.6 Scale: l 1/2" = 1'-0 VENTED BLOCKING _ SS FLASHING WRB DOOR JAMB BEYOND - FLUSH PANEL METAL CLADDING - "--1/2" STEP WI 12" CHAMFER .Date EXPANSION JOINT 12.27.201$ SS THRESHOLD FLASHING WITH _ SCUPPER ABOVE _ a TURNED UP EDGE AND END DAMS �— PAINTED SS WALL END � � d .,Q .'" p BUtIlilUg P@I'IUIt $UblUlftall TRIM, FILL WITH FOAM EXPANSION JOINT ' 2" SS DOWNSPOUT SS CLEAT d a - STRUCTURAL SLAB Revisions _ 1 04.02.-1. Petmlt Revisions DRAIN THROUGH WALK -OFF MAT � = 3 � CONCRETE SILL BELOW 514" T&G W00 � d � � -- WITH DEEP PIT FRAME, SET CLADDING, TYP - - LANDSCAPE SLAB - SURFACE FLUSH W/ADJACENT w o WRBNY Q CARPET - o 1 SS JAMB FLASHING FLUSH PANEL METAL a "� WALL a FLUID APPLIED ---go-- -- — CLADDING INSULATION 2" .a WATERPROOFING BACKER ROD AND SEALANT - - a WRB JAMB WRAP � - SLAB PER LANDSCAPE _ _ FOIL FACED SELF ADHERED WRB dd Drawn bv: - 6"CONCRETE WALL STRUCTURAL SLAB - F$ J DRAIN MAT -�.4Z° 6zB= F,O, CONCRETE WALL BELOW Checked by (P.M.): Q A CONIC OR EQUIV, FILL - - a .a BACKER ROD AND SEALANT AIR DAM 4 $K FOR DRAINAGE PLANE p . .. ABOVE - - - SS JAMB TRIM a Checked by (Q.C.): e R-101NSULATION RT MAPLE FACED EUROPLY STOOL Q d BELOW Q p d Project No. —PLAN NORTH -- ---- 15015A —SOUTH WALL OF VESTIBULE il'S9 L>ae�lb�i�. 1s West Vestibule Door Threshold �s� Curtain Wall Jamb at West Vestibule �5 West Vestibule Jamb �� Wall base at West Vestibule WAPR e0088 2019 AH.6 A8.6 Scale: 1 1/2" =1'-0" A8.6 Scale:1.1/2" =1'-0" A8.6 Scale: 1 1/2" = 1'-0" A8.6 B1W`r Scale: 11/2" =1'-0" mom 12 FLUSH WITH OUTER SHEET GRID - OF GWB IN WALL ADJACENT 5/4' F.C. SUBSILL, PART OF - - CONTINUOUS WINDOW BOX WRAP WRB JAMB WRAP - WRB WINDOW TRIM PER F.C. WINDCW `BOX' JAMB BEYOND F.C. CLADDING SYSTEM F.C. SYSTEM OUTSIDE CORNER PIECE, SCHEDULE WINDOWSILLBELOW, MODIFIED TO APPROPRIATE DEPTH. ROLL DOWN SHADES I WINDOW JAMB BEYOND CONTINUOUS ACROSS MULTIPLE SELF ADHERED FLASHING ACKING ROD AND SEALANT I VINYL WINDOW PER WINDOWS _ AIR DAM ELEVATION/SPECIFICATION - SELFADHERED FLASHING /< SNT+BACKER ROD AIR DAM BACKING ROD AND SEALANT I EALABACKER ROD AND SEALANT PAINTED SS HEAD FLASHING MAPLE FACED EUROPLY WINDOW STOOL T.O. Frame SS BACK DAMN o _ _ BACKER ROD AND SEALANT AIR DAM. �� .......... �� BACKER ROD -SEALANT 3T-21Y2� I - • I - FLUID APPLIED SILL PAN FLASHING - WINDOW STOOL BELOW AIR DAM WRB JAMB WRAP ACOUSTIC WALL WHERE OCCURS WRB GWB WHERE WALL DOES NOT OCCUR - - - WINDOW STOOL WHERE WALL DOES NOT OCCUR 1s Window Tight to Beam 12 Window Sill at Ceraclad Siding 8 Vinyl WDW Mullion a Typical Vinyl WdwJamb Ceraclad Siding A8.7 Scale: l 1(2" =1'-0" A8.7 Scale:1 1/2 =1'-9' A8.7 Scale: 1 1/2" =1'-0" A8.7 Scale: 1 112" =1'4' @ F.C. PANEL SYSTEM OUTSIDE CORNERBEYOND WINDOW JAMB BEYOND WRB JAMB WRAP ALUMINUM STORFRONT SYSTEM PER ELEVATION/SPECIFICATION ;; WRB F.C. CLADDING SYSTEM - I SEALANT AT WINDOW FRAME TO �i� WINDOW SILL BELOW, WRB SYSTEM SUBSILL - SELF ADHERED FLASHING CONTINUOUS ACROSS MULTIPLE - SS BACKDAM I� SS FLASHING - WINDOWS. �; .SELFADHERED FLASHING - - 1 PAINTED SS FLASHING 1� SS FLASHING WINDOW TRIM PER SCHEDULE I CLADDING SYSTEM TERMINATION AT I' - WINDOW HEAD PER SYSTEM MFR BACKER ROD AND SEALANT - 'I' CLADDING SYSTEM TERMINATION AT WINDOW HEAD PER SYSTEM MFR BACKING ROD AND SEALANT AIR DAM A - BACKER ROD AND SEALANT AIR DAM II FLUID APPLIED SILL PAN FLASHING WRB \�- - - _ _ WRB - LLJ PAINTED SS FLASHING, FASTEN TO - - WINDOW STOOL BELOW - environmental NOSE OF SUBSILL VIA CLEATS SEALANT -BACKER ROD AIR DAM - - I WORKS a::i_-AZEK PVC SUBSILL - ACOUSTIC WALL WHERE OCCURS SEALANT+BACKER ROD AIR DAM Community Design Center WINDOW JAMB BEYOND .. ty. 9 CLADDING TERMINATION AT SILL VINYL WINDOW FRAME PER SCHEDULE GWB WHERE WALL DOES NOT .. WINDOW JAMB BEYOND PER MFR STANDARD DETAILS - CERACLAD SIDING RETURN AT JAMB OCCUR - VINYL WINDOW FRAME PER SCHEDULE 402 15tbAvenue East WRB BEYOND WINDOW STOOL WHERE WALL CERACLAD SIDING RETURN AT JAMB Seattle, Washington 98112 DOES NOT OCCUR BEYOND Phone: 206.329.8300 fax: 206.329.5494 15 Storefront Window Low Sill ii Vinyl Window Head @ Thriftstore 7 Storefront WDW Mullion 3 Vinyl WDW Head @ F.C. Panel w/Out Rigid Insulation A8.7 Scale: 1 1/2" = T-0" A8.7 Scale: 1 1/2" =1'-0" A8.7 Scale: 1 112 =1'-0" A8.5 Scale: l 1/2" =1'-0" Edmonds Waterfront O Center WRB SS SHELF BELOW I SS SHELF BELOW -------------'1------------ WALL ASSEMBLY NewConstraction SELF ADHERED FLASHING WRB JAMB WRAP PER PLAN SS FLASHING WRB , WRB- -CLADDING SYSTEM TERMINATION AT WINDOW HEAD - - I WRB JAMB WRAP 220 RAILROAD AVE. ,I PER SYSTEM MFR FILL VOID IN FRONT OF COLUMN - - T EDMONDS, WA 98020 'I WITH RIGID INSULATION, TYP, ALL ;,•.•.•. •......:... ....:.... ,I, .. A WRB COLUMNS IN EXTERIOR WALLS ' , - _ _____-__-__�___________ _ m WRB _ 6443 114'REVEAL BTWN TRIM AND CEILING COLUMN PER STRUCTURAL - SELF ADHERED FLASHING ----"------_-I REGISTERED - I� r y 5 I�-� a ARGHB SLOPED GWB SOFFIT AT THRIFTSTORE 12 - - - - - a rc PAINTED METAL FLASHIN WINDOW TRIM PER SCHEDULE BACKER ROD AND SEALANT - BACKER ROD AND SEALANT i CLADDING SYSTEM TERMINATION GER E UCKER BACKER ROD AND SEALANT -� ' • �-- - srA wASRINcmN ROLL DOWN SHADES, WHERE OCURS AIR DAM ... �.._ ::..........:.. .... _....'..BACKER ROD AND SEALANT SEALANT+BACKER ROD AIR DAM WINDOW TRIM PER SCHEDULE j ' - - WRB JAMB WRAP - ' WINDOWJAMB BEYOND COUNTERTOP BELOW I BACKER ROD AND SEALANT BACKER ROD AND SEALANTAIR DAM ALUMINUM STOREFRONT WINDOW - AIR DAM - Window Details FILL HEAD WITH INSULATION _ - ERACLAD SIDING RETURN AT JAMB BEYOND PARTIAL HEIGHT WALL BELOW _ WINDOW TRIM PER SCHEDULE INTERIOR TRIM PER SCHEDULE - DONOR WALLj NOT FOR CONSTRUCTION I I 14 Storefront Window Head at Ceiling _ 10 West Jamb @ Pass -Through Window s East Jamb @ Pass -Through Window 2 Window Head at Pass -Through Window A8.7 Scale: 1 1/2" =1'-0" A8.7 Scale:1 1/2" =1'-0" A8.7 Scale:1 112" =1'-0" A8.7 Scale:1 1/2" =1'-0" g I 1 ate WALL ASSEMBLY INTERIOR TRIM PER I 12.27,21118 1° PER PLAN SCHEDULE -1 WRB - - I Building Permit Submittal WALL ASSEMBLY PER SS BACKDAM, AIR DAM f WRB JAMB WRAP Revisions SCHEDULE/STRUCTURAL - SEALANT BETWEEN BAC DAM I STONE CLADDING WR6 - AND BACKDAM I 1 04.022019 Permit Revisions PAINTED SS FLASHING F.C. WINDOW'BOV JAMB TRIM ' FLUID APPLIED SILL PAN SEALANTAND BACKING ROD FLASHIN VENTED BLOCKING ' F.C. WINDOW'BOX' SILL BELOW PAINTED88 FLASHING BLOCKING FOR FASTENING - - WINDOWBOXTRIM PREFABRICATED SS SHELF BACKER ROD+SEALANT AIR DAM m BY WINDOW MFR: SET FLUSH. -_ - _- . Drawn by: WRB JAMB WRAP WITH TOP OF WINDOW SILL l TRIM PER SCHEDULE AS SHOWN. SOLID BLOCKING FSJ, ST WRB - - - - BTWN CLADDING AND li Checked by (P.M.): �m -'---'-'-- - WRB JAMB WRAP - SHEATHING(&IN WALL)AT I, SK BRACKETS. BACKER ROD AND SEALANT - Checked by (Q.CJ: FRAMING PER STRUCTURAL RT COUNTERTOP BEHIN WINDOW STOOL BELOW BACKER ROD AND SEALANT AIR DAM - - - _ Project No. WINDOW TRIM PER SCHEDULE - 15015A RESUB A8 7 , A813 Window Jamb @Perpendicular Wall with Stone Claddings Window Jamb @Punched Openingin F.C. Siding s Storefront Window Jamb at Grid 12C 1 Window Sill at.Pass-Throta h Windows .7 Scale: l 1/2" = 1'-0" A8.7 Scale: 1 1/2" = T-0" A8.7 Scale: 1 1/2" = T-0" A8.7 Scale: 1 1/2" =1'-0" APR o a zols -� • Now PAINTEL VEN' SELF ADHEI WRB WINDOW WRAP, INTERIOR AND TURN U SET NAIL FLAN, THERMALLY BROKEN FRAME, TYP ALL EXTE —INTERIOR WALL WHERE OCCURS —WINDOW.. .,SCHEDULE —BACKER ROD SEALANT AIR DAM __ -- CLADDING PER ELEVATION BACKER ROD AND SEALANT WDW HEAD TRIM ABOVE Storefront Door Jamb at Mullion w/ Vinyl WDW A8.8 Scale: 3 =1'-0" INTERIOR WALL WHERE OCCURS WINDOW TRIM PER SCHEDULE OW TRIM PER SCHEDULE BACKER ROD AND SEALANT AIR DAM ER ROD AND SEALANT AIR DAM 1 JAMB WRAP. - BACKER ROD AND SEALANT '-.,— ;ER ROD AND SEALANT PAINTED SS FLASHING ,p- rED SS FLASHING WRB JAMB WRAP 1' (ACTUAL) F.C. HEAD AND JAMB SURROUND SEALANT AND BACKER ROD AIR DAM ---_ ------------------------------------------------ - CLADDING PER ELEVATION 11 Typical Exterior Hollow Metal Door Head 7� Storefront Door Jamb s Storefront Door Jamb at Mullion w/Storefront WDW l A8:8 Scale: 3" =1'-0" A8.8 Scale: 3" = I'4' A8.8 Scale: 3" =1'-0" 511 CONCRETE CURB BELOW CONCRETE CURB BELOW INTERIOR 1KIERIOR SEALANT AND BACKER ROD AIR DAM SEALANT AND BACKER ROD AIR DAM THERMALLY BROKEN, NAIL FLANGE - - FRAME, TYP ALL EXTERIOR HOLLOW THERMALLY BROKEN, NAIL FLANGE _ _ METAL DOORS FRAME, TYP ALL EXTERIOR HOLLOW -"- - METAL DOORS WRB WINDOW WRAP, CONTINUE TO INTERIOR AND TURN UP AT FRAMING WRB WINDOW WRAP, CONTINUE TO AS SHOWN INTERIOR AND TURN UP AT FRAMING ASSHOWN SET NAIL FLANGE IN BEAD OF w SEALANT SET NAIL FLANGE IN BEAD OF rn SEALANT SEALANT CERACLAD STANDARD OUTSIDE - SEALANT - 3 CORNER, CUT TO SIZE SA FLASHING SA FLASHING E 10 _ WRB WRB E E I - 1" (ACTUAL) F.C. TRIM F.C. CLADDING SYSTEM F.C. CLADDING 1a Exterior Hollow Metal Door Jamb at Ceraclad 10 Exterior Hollow Metal Door Jamb at Hardie Cladding A8.8 Scale: 3" =1'-0" A8.8 Scale: 3" = 1'-0" THRESHOLD PRESSED ONTO BACKER ROD AND SEALANT AIR DAM. INTERIOR THERMALLY BROKEN THRESHOLD W/ FLUSH CARPET TRANSITION _SS FLASHING EX ERIOR 4 4 � 4 a Q, d d Q. RIGID INSULATION Q p 13 Typical Exterior Hollow Metal Door Threshold A8.8 Scale: 3" =1'-0" on, environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 e443 REGISTERED ARCH. GER E UCKER sPA WASNINd'rdN PAINTED SS FLASHINGit=ram AND JAMB SURROUND FIELD WRB - Exterior Door Details DOOR IN OPEN 90 DEG POSITIONS _p,'_ - F.C. CLADING SYSTEM ♦ - --- -- I WALL ASSEMBLY PER PLAN s Storefront Door Head Door Jamb -Door 100 North Jamb A8.8 Scale: 3" =1'-0" A8.8 Scale: 3" = 1'-0" THRESHOLD PRESSED ONTO BACKER ROD THRESHOLD PRESSED ONTO BACKER ROD AND SEALANT AIR DAM. - AND SEALANT AIR DAM. - Date 12.27.2018 THERMALLY BROKEN THRESHOLD W/ THERMALLY BROKEN THRESHOLD W/ FLUSH Building Permit Submittal CORRESPONDING FLOORING TRANSITION - - - CARPET TRANSITION 1 - - SS FLASHING - - Revisions SELF ADHERED FLASHING 1 04.02.2019 Permit Revisions PRECAST CONCRETEPAVERS ON PEDESTALS d 1 p SLAB PER LANDSCAPE SS SILL PAN FLASHING a . - Drawn by: d d FSJ, ST ROOFING TERMINATION PER MFR. ALSO SEE - Checked by (P.M.): 10/AZ2 RIGID INSULATION SK PVC ROOFING - Checked by (C.C.): RT Project No. p� A 15015A RESUB 1 �5 Door Threshold at Balcony 1 Typical Storefront Threshold APR 0 8 tots (A8. A8.8 Scale: 3" =1'-0" A8.8 Scale: 3" =1'-0" WALL ASSEMBLY PER PLAN BACKING ROD AND SEALANT AIR DAM— ING BACKING ROD AND SEALANT— rION OFF SET HINGE ABOVE PER DOOR VING TRIM SCHEDULE — Toilet. bathing and shower rooms floor rinish materials shall have a `smooth, hard, non -absorbent surface. The intersections of such floors with the walls shall have a smooth, hard, non -absorbent vertical base that extends upward onto the walls not less than 4 inches. 1210.2.1 Walls and partitions within 2 feet of service sinks, urinals, and water " closets shall have a smooth, hard, non -absorbent surface, to a height of not less than 4 feet above the floor, and the materials used in such walls shall be of a type that is not adversely affected by moisture. 12102.2 Shower compartments and walls above bathtubs with installed shower heads shall be finished With a smooth, hard, non -absorbent surface to a height of not less than 72 inches above the drain inlet. 1210.2.3 FINISH SCHEDULE FLOOR BASE WALL - - CEILING ROOM NO. ROOM NAME - MATERIAL FINISH MATERIAL FINISH BID ALT. BASE MATERIAL FINISH WAINSCOT BID ALT. FINISH MATERIAL - FINISH REMARKS STAIR -NORTH GLUE LAM. TREADS/ CARPET TILE CLEAR WOOD - CLEAR GWB PAINT BIDALT:LEVEL5 EXPOSED STRUCTURE STAIN- - CARPET TILE Q LANDINGS; SEE SHT. A4.6 STAIR -SOUTH - RUBBER TREADS I CARPET TILE WOOD CLEAR GWB PAINT BID ALT:LEVEL6 EXPOSED STRUCTURE STAIN- CARPET TILE @ LANDINGS; SEE SHT. A4.7 FIRST FLOOR 101 - ENTRY VESTIBULE CONCRETE POLISHED PVC PAINT BID ALT:WOOD/CUR: FIN. GWB PAINT - BID ALT: LEVEL GWB PAINT WALK -OFF MATS BY OWNER NOT RECESSED)- 102 COMMUNITY MEETING ROOM A CARPET TILE'S' - PVC PAINT BID ALT: WOOD/CLR. FIN. GWB/ACOUS. PANELS PAINT - - BID ALT: LEVEL ACT - 103 - JAN./MAINTENANCE - CONCRETE - SEALED RUBBER - PLYWD PAINT - 4FOOT RLAM 1EXPOSEDSTRUCTURE - SEE INT. ELEVS. OF TYPICAL JANITOR SINK 105 ENTRY RECEPTION CONCRETE POLISHED - PVC PAINT BID ALT: WOOD/CUR. FIN. GWB PAINT BID ALT: LEVEL 5 GWB - PAINT - 106 COFFEE KIOSK - CONCRETE POLISHED PVC PAINT BID ALT: WOOD/CUR. FIN.. GWB PAINT BID ALT: LEVEL 5 EXPOSED STRUCTURE -. STAIN 107 COMMUNITY LOUNGE CARPET TILE'A' PVC PAINT BID ALT: WOOD/CLR. FIN. GWB/ACOUS. PANELS PAINT BID ALT: LEVEL 5 EXPOSED STRUCTURE STAIN - - ACOUSTIC PANELSIART-SEE ALLOWANCES 108 ENTRYVESTIBULE CARPET TILE'A'I WALK -OFF GRATE-- - WOOD STAIN GWB - PAINT 109 1 BANQUET RM.1 LVT PVC PAINT BID ALT: WOOD/CLR. FIN. GWB/ACOUS. PANELS PAINT BID ALT: LEVEL 5 GWB PAINT - CEILING MOUNTED FELT ACOUSTIC PANELS - 110 BANQUET RM.2 LVT PVC - PAINT BID ALT: WOODICLR. FIN. GWB/ACOUS. PANELS PAINT BIDALT:LEVEL5 GWB PAINT CEILING MOUNTED FELT ACOUSTIC PANELS 111 NOT USED 112 NOT USED 113 NOT USED 114 - COATS CONCRETE SEALED PVC PAINT BID ALT: WOODICLR. FIN. GWB PAINT GWB PAINT 115. COMMERCIAL KITCHEN SPECIALTY(RESILEN WCOVE - FRP - ACT WASHABLE VINYL ROCK CEILING TILES 116 DRY STORAGEIWALK-IN CONCRETE SEALED RUBBER PLYWD PAINT GWB - PAINT 117 CHAIRSTORAGE- CONCRETE SEALED RUBBER - PLYWD PAINT EXPOSEDSTRUCTURE 118 - ENTRY VESTIBULE - CONCRETE POLISHED PVC PAINT - BID ALT: WOOD/CLR. FIN. GWB - PAINT BID ALT: LEVEL 5 GWB - - - PAINT WALK -OFF MATS BY OWNER(NOT RECESSED 119. HALL - CONCRETE - POLISHED PVC PAINT BID ALT: WOOD/CLR. FIN. GWB IFAINT I BID ALT. LEVEL GWB - - PAINT 120 - WOMEN'S RESTROOM CONCRETE POLISHED RUBBER GWB PAINT PLASTIC LAMINATE GWB PAINT SEE INTERIOR ELEVATIONS 121 MEN'S RESTROOM CONCRETE POLISHED RUBBER GWB PAINT PLASTIC LAMINATE GWB PAINT SEE INTERIOR ELEVATIONS 122 ELECTRIC RM CONCRETE SEALED RUBBER PLYWO - EXPOSED STRUCTURE - 123 THRIFT STORE CONCRETE POLISHED PVC PAINT BID ALT: WOOD/CLR. FIN. GWB. PAINT ACT &GWB PAINTGWB 124 RECJMARK.ISTOR. CONCRETE SEALED RUBBER GWB. PAINT ACT &GWB - PAINT GWB 125 LAUNDRY CONCRETE SEALED RUBBER GWB. PAINT GWB PAINT 126 FAMILY WC CONCRETE POLISHED TILE GWB PAINT ITILE GWB PAINT SEE INTERIOR ELEVATIONS 127 GREEN RM CARPET TILE'B' - PVC PAINT BIDALT: WOOD/CUR. FIN. GWB PAINT GWB PAINT 128 DMARC CONCRETE - SEALED. RUBBER PLYWD GWB PAINT 129 VESTIBULE CONCRETE POLISHED PVC PAINT BID ALT: WOODICLR. FIN. GWB _ PAINT - GWB PAINT WALK -OFF MATS BY OWNER (NOT .RECESSED) 130 STAGE STORAGE CONCRETE SEALED RUBBER I PLYWD PAINT EXPOSED STRUCTURE 131 STAGE STOR. CONCRETE SEALED RUBBER PLYWD PAINT EXPOSED STRUCTURE 132 JAVSTOR. - - CONCRETE - - SEALED RUBBER - PLYWD PAINT EXPOSED STRUCTURE - 133 WATER ROOM CONCRETE SEALED RUBBER PLYWID - EXPOSED STRUCTURE 134 ELECTRIC CONCRETE SEALED - RUBBER PLYWD EXPOSED STRUCTURE - 135 MECHANICAL CONCRETE SEALED RUBBER PLYWD EXPOSED STRUCTURE 136 OUTDOOR STOR. CONCRETE SEALED RUBBER PLYWD EXPOSED STRUCTURE 137 SPRINKLER CONCRETE SEALED RUBBER PLYWD EXPOSED STRUCTURE SECOND FLOOR 201 LANDING CARPET TILE'S' PVC PAINT BID ALT: WOOD/CUR. FIN. GWB PAINT BID ALT:LEVEL5 EXPOSED STRUCTURE STAIN 202. WAITING AREA CARPET TILE'Ir PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT BIDALT:LEVEL5 EXPOSED STRUCTURE STAIN. 203 RECEPTION CARPET TILES' - PVC PAINT BIDALT: WOODICLR. FIN. GWB PAINT BIDALT:LEVEL5 EXPOSEDSTRUCTURE STAIN. 204 COMMUNITY MEETING RM B CARPET TILE'S' PVC PAINT BID ALT: WOODICLR. FIN. GWB/ACOUS. PANELS PAINT BIDALT.LEVEL5 EXPOSEDSTRUCTURE STAIN 205 ELEV. CONTROL VCT MFR. REC'D. FINISH RUBBER GWB PAINT EXPOSED STRUCTURE 206 STORAGE - VCT MFR. RECD. FINISH RUBBER - PLYWD PAINT EXPOSED STRUCTURE - - - - 207 HALL CARPETTILE'B' PVC PAINT BID ALEWOOD/CLR. FIN. GWB PAINT BIDALT:LEVEL5 GWB& EXPOSED STRUCTURE PAINT&STAIN 208 IMULTIPURPOSE4 LVT PVC PAINT BID ALT:WOOD/CLR. FIN. GWB PAINT BIDALT:LEVEL5 EXPOSED STRUCTURE, GINS & ACOUSTIC PANELS STAIN &PAINT - 209 STORAGE VCT - MFR. RECTO. FINISH RUBBER PLYWD PAINT EXPOSED STRUCTURE 210 STORAGE VCT MFR. RECD. FINISH RUBBER PLYWD PAINT EXPOSED STRUCTURE 211 MULTIPURPOSE 3 LVT PVC PAINT BID ALT: WOOD/CLR FIN.. GWB PAINT BID ALT: LEVEL 5 1EXPOSED STRUCTURE, GWB & ACOUSTIC PANELS STAIN & PAINT 212 - STORAGE VCT - MFR. REVD. FINISH RUBBER - PLYWD PAINT - EXPOSED STRUCTURE - - - - - 213 ELECTRICAL VCT MFR RECD. FINISH RUBBER. - PLYWD. - EXPOSED STRUCTURE - - 214 - MULTIPURPOSE 2 LVT - PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT BID ALT: LEVEL 5 EXPOSED STRUCTURE, GWB & ACOUSTIC PANELS STAIN & PAINT 215 STORAGE VCT MFR. REVD. FINISH RUBBER PLYWO PAINT EXPOSED STRUCTURE 216 MULTIPURPOSE 1 LVT PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT BID ALT: LEVEL 5 EXPOSED STRUCTURE, GWB & ACOUSTIC PANELS STAIN & PAINT 217 WARMING KITCHEN LVT PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT BID ALT: LEVEL 5 GWB PAINT 218- JANITOR RUBBERFLOORING RUBBER GWB PAINT 4FOOT RLAM - - - EXPOSEDSTRUCTURE 219 GAME ROOM LVT PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT BID ALT: LEVEL 5 EXPOSEDSTRUCTURE STAIN 220 SHARED OFFICE CARPET TILE'S' - - PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT EXPOSEDSTRUCTURE STAIN - - 221 CLINIC RUBBER FLOORING RUBBER GWB PAINT EXPOSED STRUCTURE STAIN -222 CLINIC RUBBER FLOORING RUBBER GWB PAINT - EXPOSED STRUCTURE STAIN - 223 CLINIC RUBBER FLOORING RUBBER GWB PAINT EXPOSEDSTRUCTURE STAIN 224 CLINIC RUBBER FLOORING RUBBER GWB PAINT EXPOSEDSTRUCTURE STAIN 225 OFFICE CARPETTILE'B' PVC PAINT -- BID ALT: WOOD/CLR. FIN, GWB PAINT EXPOSED STRUCTURE STAIN 226 - STORAGE - CARPET TILE'S' RUBBER PAINT PLYWD PAINT EXPOSED STRUCTURE 227 WORKROOM CARPETTILE'B' PVC PAINT BID ALT: WOOD/CLR FIN. GWB 1PAINT EXPOSED STRUCTURE - STAIN 228 CONFERENCE CARPETTILE'B' PVC PAINT - BID ALT: WOOD/CLR. FIN. GWB PAINT EXPOSED STRUCTURE - - STAIN 229- OFFICE - CARPETTILE'S' PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT EXPOSED STRUCTURE STAIN 230 OFFICE CARPET TILE'S' PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT EXPOSED STRUCTURE STAIN 231 OFFICE - - CARPETTILE'B' PVC PAINT BIDALT:WOOD/CLR.FIN. GWB PAINT - EXPOSED STRUCTURE STAIN 232 OPEN OFFICE - - CARPETTILE'B' PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT EXPOSED STRUCTURE STAIN 233 STAFF BREAKROOM LVT PVC PAINT BID ALT: WOOD/CLR. FIN. GWB PAINT 1EXPOSED STRUCTURE STAIN - 234 NOT USED 235 SERVER/I.T. VCT MFR. RECD. FINISH RUBBER - PLYWD PAINT - EXPOSED STRUCTURE 236 HALL - CARPETTILE'B' PVC PAINT BID ALT:WOOD/CLR. FIN. GWB PAINT - - GWB& EXPOSED STRUCTURE STAIN 2. WOMEN'S RESTROOM RUBBER FLOORING- 6"COVE - GWB PAINT PLASTIC LAMINATE - GWB STAIN SEE INTERIOR ELEVATIONS 238 1 MEWS RESTROOM IRUBBERFLOORING - 6"COVE GWB PAINT PLASTIC LAMINATE GWB - STAIN SEE INTERIOR ELEVATIONS �1 environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 6443 REGISTERED ABCHB GER E UCKER STA WASNINBTON Finish Schedule NOT FOR CONSTRUCTION Date 12.27.2018 Building Permit Submittal Revisions 1 04..2.20l. Permit Revisions Drown by: AKD, MS Checked by (P.M.): SK Checked by (Q.C.): RT Protect No. 15015A Rr%SUB APR 0 8 2019 A9.0 �� ii GENERAL 5MCTURAL NOTES 5-ENERAL WIND DESIGN DATA: ALL TYPICAL DETAILS AND NOTES SHOWN ON THESE DRANIN65 ARE PART OF THE CONSTRUCTION CONTRACT AND SHALL BE WIND BASE SHEAR Vw(N-5) = 91 KIPS PROVIDED BY THE CONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS, BUT SHALL APPLY V. (E-1 U = 144 KIPS AS 5HOHN OR DESCRIBED IN THE DETAILS. CODES ANALYTICAL PROCEDURE DIRECTIONAL PROCEDURE, ASGE 7 CHAPTER 27 BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAHIN65, TYPE OF STRUCTURE FLEXIBLE (ASCE 7 SECTION 26.92) SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. BASIC WIND SPEED V = 110 MPH, ULTIMATE 3 SECOND GUST (ASGE 7 FIG 263-IA - 26.5-I0) STANDARDS: REFERENCE TO A5TM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION REFERENCED IN THE 2015 IBC, VAw= 55 MPH, NOMINAL 3 SECOND GUST (IBC EQUATION I6-55) UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE. EXPOSURE CATEGORY D (A50E 7 SECTION 26.7.3) INTERNAL PRE55URE COEFFICIENT 0.15 (A50E 7 FIGURE 26.11-I) DESIGN CRITERIA ENCLOSURE CLASSIFICATION ENCLOSED (ASCE 7 SECTION 26.I0.1) DIRECTIONALITY FACTOR Kd = 065 : MHFR5 (ASCE "I TABLE 26.6-1) FLOOR DE516N DATA: TOPOGRAPHIC FACTOR KZt= 1.0 (A5GE 7 SECTION 26b) GUST EFFECT FACTOR 6 = Ob5 (ASGE 7 SECTION 26.11.1) THE SLAB -ON -GRADE IS DESIGNATED AS A STRUCTURAL DIAPHRAGM. IN ADDITION TO THE SELF NEI61-11P, THE FOLLOWING LOADS ARE USED FOR DESIGN: EARTHQUAKE DESIGN DATA: UNIFORM CONCENTRATED SUPERIMPOSED SEISMIC-FORGE-RE515TIN6 SYSTEM: BEARING WALL SYSTEM LIVE LOAD LIVE LOAD DEAD LOAD REDUCIBLE (PSF) (LBS) (P5F) (5EE NOTE) ANALYTICAL PROCEDURE: EQUIVALENT LATERAL FORGE PROCEDURE ASSEMBLY AREAS, PLATFORMS 100 - 5 NO SEISMICBASE SHEAR: VE -5) = 496 KIPS MOVEABLE 5EAT5/LOBBIE5 (ASCE 7 SECTION 12b. (ASSU YE (E-W) =496 KIPS E OFFICE BUILDING LOBBIES AND 100 2p00 5 NO SEISMIC RESPONSE COEFFICIENT: GS = 0.163 FIRST FLOOR CORRIDORS (ASCE "I SECTION 12.b.1A OFFICE 13UILDINO UPPER &0 2p00 5 YES SEISMIC IMPORTANCE FACTOR le 125 (OCCUPANCY CATEGORY III, A5GE'I TABLE 1.5-2) FLOOR CORRIDORS SITE CLASS D (ASGE 7 SECTION 11.42) STAIRS 100 300 5 NO RISK CATEGORY III (ASCE TABLE 13-1) STORES, RETAIL FIRST FLOOR 100 1,000 5 NO 55 = LZ (A5GE 7 SECTION 11.4.1) ROOF 20 300 (FUTURE SOLAR 5+4 NO 51 = 0.495 (ASCE 7 SECTION 11.4.1) PANELS) 5a5 = Ob47 (ASCE 7 SECTION 11.4.4) ED, = 0.499 (ASCE 7 SECTION 11.4.4) WHERE APPLICABLE, LIVE LOADS HAVE BEEN REDUCED PER IBC, SECTION 1607.10.2 SEISMIC DESIGN CATE60RY D (ASGE 7 SECTION 11.6) SNOW DE516N DATA: RESPONSE MODIFICATION COEFFICIENT R = 6.5 (A5CE 7 TABLE 12.2-1) GROUND SNOW LOAD P9 = 15 F5F (SEAH, ASCE 7 F16URE 1-1) FLAT -ROOF SNOW LOAD Pt = 25 P5F (ASCE 7 SECTION 7.3); MIN UNIFORM SNOW SYSTEM OVER5TRENGTH FACTOR Ao = 3 (ASCE 7 TABLE 122-1) LOAD IN ACCORDANCE WITH CITY OF EDMON05 REQUIREMENTS 5NON EXP05URE FACTOR C. = 0.5 (A51,E 7 TABLE 1-2) DEFLECTION AMPLIFICATION FACTOR Gd = 4 (ASCE 7 TABLE 122-1) SNOW LOAD IMPORTANCE FACTOR h = 1.1 (RISK CATEGORY III, ASCE 7 SECTION 7.3.3) THERMAL FACTOR Gt = 1.0 (A5CE 7 TABLE 1-3) 5EOTECHNICAL DRIFT SURCHARGE DRIFT Pd = 40 FSF/2.5 FT (ASCE 7 SECTION 7.7) WIDTH OF SNOW DRIFT w = 10 FT (ASCE 7 SECTION 1.7) SOIL BEARING SURFACES AND FILL SHALL BE PREPARED IN ACCORDANCE WITH THE 6EOTECHNICAL REPORT AND INSPECTED BY THE OMNER APPOINTED 6EOTEOHNICAL ENGINEER. 6EOTEGHNIGAL REPORT REFERENCE: LANDALL ASSOCIATES, REPORT # 1738001.0I0.0II, DATED JULY Ib, 205. SNOW DRIFT MAP: DRIFT WIDTH: 10 FT SNOW DRIFT LOADS INCLUDE BALANCED 5NOH LOAD OF 92 F5F MINIMUM FLAT ROOF 5NOH LOAD NOT CONSIDERED FOR DRIFT 501L PROFILE TYPE ALLOWABLE VERTICAL DESIGN PRESSURE LATERAL EARTH PRE55URE, LEVEL BAGKFILL: UNRESTRAINED (ACTIVE) RESTRAINED (AT -REST) SEISMIC SURCHARGE PILE CAPACITY (TONE) SITE CLASS "0" 0 P5F 37 PGF 57 PGF IIH P5F 50' (42.5/0/23); 60'; (50/0/2.5) (GOMPRE5510N/TEN51ONLATERAL) SUBMITTAL5 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION OF THESE ITEMS: STRUCTURAL STEEL WOOD I-JO15T5 CONCRETE MIX DESIGN - 016E CONCRETE REINFORCING EMBEDDED ITEMS IN CONCRETE 1 STRUCTURAL STEEL CONCRETE SLAB GON5TRUGTION JOINT PLAN CONTRACTOR SHALL REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. DIMENSIONS AND QUANTITIES ARE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED. CONTRACTOR SHALL BE FEBPON51BLE FOR ALL MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SHOP DRAWINGS. CONTRACTOR SHALL ALLOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING EUBMITTAL5 BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DE516N CONCEPT BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING, SUBMITTALS ARE FROCE55ED BY THE EN6INEER, THE DE516N ORMIN65 AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. DEFERRED SUBMITTALS: DRAHIN65 AND CALCULATIONS FOR BIDDER-DE516NED COMPONENTS, SEALED BY THE HASHINGTON STATE RE6ISTERED FROM55IONAL ENGINEER RESPONSIBLE FOR THE DESIGN, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. DEFERRED SUBMITTALS INCLUDE: STAIRS CURTAIN WALL AND CLADDING SY5TEM5 DE516N-BUILD STEEL STAIR SYSTEMS 728 134th Street SW Suite 200 SEISMIC BRACIN6 AND ANCHORAGE OF MECHANICAL AND ELECTRICAL UNITS AND FIXTURES Everett, Washinglon 98204 Ph: 425 741-3800 www.reidmiddleton.com MOVABLE PARTITION SYSTEM mCopyrighl 201g Reid Middleton, Inc. ENGINEER WOOD ELEMENT BRACING $ CONNECTIONS SUBMITTALS OF BIDDER-DESI6NED COMPONENTS SHALL INCLUDE LOCATIONS, MAGNITUDES, AND DIRECTIONS OF ALL FORGES oil, TRANSFERRED TO THE STRUCTURE. CALCULATIONS SUBMITTED FOR BIDDER-DE516NED COMPONENTS ARE. FOR INFORMATION ONLY AND WILL NOT BE REVIEWED. SEISMIC BRACING AND ANCHORAGE OF MECHANICAL UNITS AND OTHER MECHANICAL AND ELECTRICAL FIXTURES NOT environmental SPECIFICALLY 5HOHN ON THE PROJECT DRANIN65 SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER IN THE WORKS STATE WHERE THE PROJECT 15 LOCATED. THE MECHANICAL AND ELECTRICAL CONTRACTORS MUST RETAIN THE SERVICES OF A STRUCTURAL ENGINEER AND 15 RESPONSIBLE FOR ALL C.O5T5 RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC Community Design Center BRACING AND ANCHORAGE OF THEIR SYSTEMS. SPECIAL INSPECTION PER IBC SECTION 1704, SHALL BE PERFORMED BY AN AGENCY APPROVED BY THE BUILDING OFFICIAL 40215th Avenue East AND AS OUTLINED IN THE STRUCTURAL INSPECTION SCHEDULE. Seattle, Washington 98112 phone: 206.329.8300 STRUCTURAL OBSERVATION SHALL BE PERFORMED PER IBC SECTION 1704.6 fax: 206.329.5494 EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY NORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOHN ON THE DRANIN65 ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. EXISTING CONDITIONS 5HONN ON PRAWINC-5 ARE BASED EITHER ON BITE OBSERVATIONS, ORIGINAL DRANIN65, OR HERE ASSUMED BASED ON EXPECTED CONDITIONS. IF EXISTING CONDITIONS DO NOT CL05ELY MATCH CONDITIONS SHORN ON DRANIN65, OR IF EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD Edmonds Waterfront Center QUALITY, NOTIFY ENGINEER PRIOR TO COMMENCING ANY NORK. CONTRACTOR -INITIATED CHANGES: SHALL BE SUBMITTED IN HRITIN6 TO THE ARCHITECT FOR APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION. CHANGES SHORN ON SHOP DRAHIN65 OR SUBMITTALS ONLY HILL NOT New Construction SATISFY THIS REQUIREMENT. CONTRACTOR RESPONSIBILITIES: DRANIN65 REPRESENT DE516N OF STRUCTURE IN COMPLETED FORM. CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO PERFORM HORK. 220 RAILROAD AVE. EDMONDS, WA 98020 CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION, AND 501L EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE KITH THE DRANIN65, AND MATERIALS HAVE ACHIEVED DESIGN ON v WAS � O DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE ENGINEER OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL STRUCTURAL DRAHIN65 SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED o 31888 DIMENSIONS. DO NOT SCALE DRAHIN65. Sy°NAL F'N SPECIFICATIONS: REFER TO SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND DRANIN65. 04/01/I4 ARCHITECTURAL: REFER TO ARCHITECTURAL DRAHIN55 FOR ELEVATIONS, SLOPES, DEPRESSIONS, NON -BEARING HALLS, General Structural FASCIA, ELEVATORS, STAIRS, CURBS, DRAINS, RAILINGS, HATERPROOFIN6, FINISHES, ETC. Notes net. 12.27,2018 Building Permit Submittal Revisions ZL04.02.2019 Permit Revisions Drawn by RVG/EPP Checked by (P.M.): KRB Checked by (Q-C.): PNC Project No. 15015A RESUB S0.1 APR 0 8 2M GENERAL 5TRUGTURAL NOTES CONCRETE: REFERENCE STANDARDS: CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW: Art 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AGI 316 "BUILDING CODE REQUIREMENT5 FOR STRUCTURAL CONCRETE" AGI 304 "GUIDE FOR MEA5URIN6, MIXING, TRAN5PORTIN6, AND PLAGIN6 CONCRETE" AGI 311 "GUIDE FOR CONCRETE INSPECTION" AGI 5P-15* "FIELD REFERENCE MANUAL" *A COPY SHALL BE KEPT IN THE CONTRACTOR'S FIELD OFFICE AT ALL TIMES. MATERIALS: CEMENT A5TM COO, C5g5 *A66RE6ATE5 A5TM G33 ADMIXTURES A5TM 0260, C4% G1011 * *FLY ASH ASTM G616, CLASS F OR G *A66RE&ATE5 THAT EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED IN ACCORDANCE WITH A5TM 033 APPENDIX XI SHALL NOT BE USED. SAND EQUIVALENT FOR FINE A66RESATE SHALL NOT EXGEED15. * *MAXIMUM L055 ON 16NITION SHALL BE 1%. CONCRETE MIXES SHALL BE PROPORTIONED TO ACHIEVE A WORKABLE MIX THAT CAN BE PLACED WITHOUT 5E6RE6ATION OR EXCESS FREE SURFACE WATER. MIX DE516N5 SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY EN6INEER PRIOR TO USE. COMPLY WITH IBC SECTION 1404. MIXES SHALL MEET OR EXCEED THE FOLLOWING CRITERIA: TYPE OF CONSTRUCTION SPECIFIED COMPRE551VE MAXIMUM EXPOSURE CLA56 STRENGTH 0 'a) WATER/CEMENT (AGI 318-14 TABLES AT 26 DAYS. UNO RATIO q.3.1.1 AND 1413.2.10 CONCRETE W05M TO WEATHER AND IN CONTACT WITH SOIL OR 5,000 P51 0.40 F2, 50, WO, 02 SUSCEPTIBLE TO M015TURE ACCUMULATION (EXTERIOR ELEVATED SLABS, RETAINING WALLS, FOUNDATION ELEMENTS EXTENDING ABOVE GRADE) CONCRETE EXPOSED TO WEATHER NOT IN 5,000 P51 0.40 FI, 50, WO, 02 CONTACT WITH 501L (EXTERIOR BEAMS, COLUMNS, AND WALLS) INTERIOR 51LAB5-ON-GRADE 4,000 PSI 0.40* * FO, 50, W0, GI INTERIOR BEAMS, ELEVATED SLABS, 5,000 F51 0.40* * _ FO, so, WO, co AND COLUMNS 1 AUSERCA5T PILES 4,000 P51 055 F3, 51, PI, 02: *MIX SHALL BE PROPORTIONED SUCH THAT P05T-TEN5IONED SLAB DRYING SHRINKA6E NOT EXCEED 0.055 % AT 26 DAYS (LABORATORY CONDITIONS). SUBMIT 5TRENGTH AND SHRINKAGE TEST DATA AND MIX DE516N TO THE ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF TWO WEEKS PRIOR TO PLACING ANY CONCRETE. * *WATER-'EMENTITIOU5 MATERIAL RATIO FOR INTERIOR SLABS SHALL BE 0.40 UNLESS OTHERWISE NOTED CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE EN61NEER AND BUILDIN6 OFFICIAL FOR APPROVAL TWO 11EEK5 PRIOR TO PLAGIN6 ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOU5 MATERIAL, FINE AND COARSE A66REGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD AND 51,65TANTIATIN5 STRENGTH DATA IN ACCORDANCE WITH AGI 516, CHAPTER 26. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT IN FORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ADMIXTURES: ALL CONCRETE, INGLUDIN6 SLABS ON GRADE, SHALL HAVE A WATER -REDUCING ADMIXTURE COMPLYING WITH A5TM 04114 ADDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CALCIUM CHLORIDE OR OTHER CHLORIDE ADMIXTURES SHALL NOT BE USED. -------------------------- ALL HORIZONTAL SURFACES EXPOSED TO WEATHER SHALL CONTAIN AN AIR -ENTRAINING A6ENT COMPLYING WITH A5TM 0260. THE AMOUNT OF ENTRAINED AIR SHALL BE IN ACCORDANCE WITH AGI 518-14 TABLE Iq.3.3.1. TESTS FOR AIR CONTENT SHALL BE MADE AT THE 015GHAR6E END OF THE TRUCK'S PLAGIN6 HOSE IN ACCORDANCE WITH ASTM 0113. ALL CONCRETE SHALL CONTAIN AN AIR -ENTRAINING AGENT COMPLYING WITH ASTM 0260. THE AMOUNT OF ENTRAINED AIR SHALL BE PER SPECIFICATIONS. TESTS FOR AIR CONTENT SHALL BE MADE AT THE DISCHARGE END OF THE TRUCK'S PLAGIN6 H05E IN ACCORDANCE WITH A5TM 0115. MAXIMUM WATER-SOLUBLE CHLORIDE ION (CI-) CONTENT IN CONCRETE, EXPRESSED IN PERCENT BY WEIGHT OF CEMENT SHALL BE 0.15 FOR REINFORCED CONCRETE AND 0.06 FOR FRESTRE55ED CONCRETE. WATER-50LUBLE CHLORIDE ION CONTENT THAT 15 CONTRIBUTED FROM THE INGREDIENTS INCLUDING WATER, A66RE&ATE5, CEMENTITIOUS MATERIALS, AND ADMIXTURES SHALL BE DETERMINED ON THE CONCRETE MIXTURE BY ASTM 61218 AT AGE BETWEEN 28 AND 42 DAYS. WATER/GEMENT RATIO SHALL BE MEASURED BY WEIGHT AND BE BASED ON TOTAL CEMENTITIOU5 MATERIAL, INGLUDIN6 CEMENT j AND POZZOLANS SUCH AS, FLY ASH AND SILICA FUME. THE QUANTITY OF POZZOLAN5 SHOULD NOT EXCEED THE FOLLOWING: MAXIMUM PERCENT OF TOTAL GEMENTITOU5 MATERIAL GEMENTITIOU5 MATERIALS BY WEIGHT FLY ASH OR OTHER POZZOLAN5 CONFORMING 25 TO ASTM C618 SLA6 CONFORMING TO ASTM CAbq 50 SILICA FUME CONFORMING TO ASTM 61240 10 TOTAL OF FLY ASH OR OTHER POZZOLAN5, 50t SLA6, AND SILICA FUME TOTAL OF FLY ASH OR OTHER POZZOLAN5, 55 t SLA6, AND SILICA FUME * THE TOTAL CEMENTITIO115 MATERIAL ALSO INCLUDES ASTM 0150, 05g5, C645, AND 0115T CEMENT. THE MAXIMUM PERCENTA&I 5 ABOVE SHALL INCLUDE: (A) FLY ASH OR OTHER POZZOLANS IN TYPE IP, BLENDED CEMENT, ASTM G5g5, OR ASTM C115T. (5) SLA6 USED IN THE MANUFACTURE OF AN 15 BLENDED CEMENT, ASTM G5g5, OR A5TM 0115T. (C) SILICA FUME, ASTM C1240, PRESENT IN A BLENDED CEMENT. FLY ASH OR OTHER POZZOLANS AND 51LICA FUME SHALL CONSTITUTE NO MORE THAN 25 AND 10 PERCENT, RESPECTIVELY, OF THE TOTAL WEIGHT OF CEMENTITOUS MATERIALS. WATER/CEMENT RATIO SHALL BE MEASURED BY WEIGHT. AND BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INGLUDIN6 CEMENT AND POZZOLAN5 SUCH AS FLY ASH AND SILICA FUME. MAXIMUM A66REOATE SIZE SHALL BE [I-1/2"l BUT NOT MORE THAN 5/4 TIMES THE CLEAR DISTANCE BETWEEN REINFORCIN6 BARS NOR 1/5 TIMES THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS. MAXIMUM A66RE6ATE SIZE FOR 5LAB5 ON GRADE SHALL BE 1/3 TIMES THE SLAB THICKNESS. SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE DETERMINED BY CONTRACTOR AND SUPPLIER, AND INCLUDED IN MIX DEVON SUBMITTALS. FIELD MEASURED SLUMP SHALL CONFORM TO 50MITTEP CONCRETE MIX DESIGN. SLUMP SHALL CONFORM TO ASTM G014. MA55 CONCRETE: CONCRETE PLACED IN MONOLITHIC PLACEMENTS WHERE THE MINIMUM OF ALL THREE DIMENSIONS EXCEEDS 2'-6" SHALL BE CONSIDERED "MASS CONCRETE" AND SHALL BE SUBJECT TO THE APPLICABLE REQUIREMENTS OF AGI 301, CHAPTER 6. ASTM C150 TYPE III CEMENT 15 PROHIBITED. UNLESS OTHERWISE SPECIFIED; USE MODERATE OR LOW HEAT OF HYDRATION CEMENT, BLENDED HYDRAULIC CEMENT WITH MODERATE OR LOW HEAT OF HYDRATION PROPERTIES, OR PORTLAND CEMENT WITH FLY ASH, POZZOLAN, OR 6ROUND-GRANULATED BLAST -FURNACE SLA6. ADDITIVES CONTAINING CALCIUM CHLORIDE ARE PROHIBITED. APPROVED RETARDIN6, RETARDING HIGH-RAN6E WATER REDUCING, OR RETARDING PLASTICIZING ADMIXTURE SHALL BE USED. THE TEMPERATURE OF CONCRETE AT TIME OF PLACEMENT SHALL NOT EXCEED qO DE5REE5 FAHRENHEIT PER ASTM Gq4. THE AMBIENT TEMPERATURE AT TIME OF PLACEMENT SHALL NOT EXCEED 10 DE6REE5 FAHRENHEIT OR BE LE56 THAT 35 DE6REE5 FAHRENHEIT. THE MAXIMUM INTERNAL TEMPERATURE DURING CURING SHALL NOT EXCEED 160 DEGREES, FAHRENHEIT. CONFORM TO THE REQUIREMENTS OF AGI 505.1 AND AGI 506.1 FOR HOT -WEATHER AND COLD -WEATHER CONCRETING, RESPECTIVELY. IF GOOLIN6 METHODS ARE EMPLOYED, THEY SHALL NOT INCREASE THE WATER -CEMENT RATIO OR SLUMP BEYOND ALLOWABLE LIMITS. THE CONCRETE SHALL BE COOLED 6RADUALLY 50 THAT THE SURFACE TEMPERATURE DROP DOES NOT EXCEED 20 D55REE5 FAHRENHEIT IN ANY 24-HOUR PERIOD AFTER PLACEMENT. SUBMIT DETAILED PROCEDURES, MATERIALS, MIX DE516N5, AND THE TEST RESULTS INGLUDIN6 HEAT OF HYDRATION TEST DATA PER ASTM C186 TO THE ENGINEER BEFORE CONSTRUCTION OF MA55 CONCRETE. EMBEDDED ITEMS: CONDUIT AND SLEEVES SHALL NOT BE EMBEDDED IN OR PASS THROUGH CONCRETE WITHOUT APPROVAL ALUMINUM ITEMS SHALL NOT BE EMBEDDED IN CONCRETE. SUBMIT CONDUIT LAYOUT AND EMBEDDED ITEM PLANS TO THE ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO PLAGIN6 CONCRETE. BONDING AGENT SHALL BE EPDXY RE51N BASED CONFORMING TO ASTM C861, TYPE V, 6RADE 2. USE WHERE NEW CONCRETE 15 PLACED A6AIN5T PREVIOUSLY PLACED OR EXI5TIN6 CONCRETE. PLACE IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, INGLUDIN6 PREPARATION OF EXI5TIN6 SURFACES. NON -SHRINK GROUT SHALL HAVE A MINIMUM COMPRE551VE 5TREN6TH OF 6,000 PSI AT 26 DAYS, BUT NOT LESS THAN THE MATERIAL ON WHICH IT 15 PLACED UPON. FORM CAMBER: CONCRETE FORMWORK SHALL HAVE BUILT-IN CAMBER TO COMPENSATE FOR FORM SAS UNDER WET CONCRETE LOAD. IN ADDITION TO STRUCTURAL CAMBER NOTED ON DRAWIN65, ONE-WAY SLABS SHALL BE CAMBERED I/1000 OF THE SPAN, UNLESS NOTED OTHERWISE. CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED IN ACCORDANCE WITH TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON DRAWING5 OR, AT CONTRACTOR'S OPTION, SHALL BE AN INTENTIONALLY ROUGHENED CONSTRUCTION JOINT DEFINED BY THE FOLLOWING: I. SURFACE OF JOINT SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXP05E A66RESATE EMBEDDED IN PREVIOUS POUR. 2. EXPOSED A66RESATE SHALL PROTRUDE 1/4" MINIMUM. 3. JOINT SURFACE SHALL BE GLEANED AND LAITANGE REMOVED. 4. JOINT SHALL BE WETTED AND 5TANDIN6 WATER REMOVED IMMEDIATELY BEFORE NEW CONCRETE 15 PLACED. 5. SUBMIT CONSTRUCTION JOINT LAYOUT PLAN TO THE ARCHITECT FOR REVIEW BY EN61NEER PRIOR TO PLAGIN6 CONCRETE. COORDINATION: SEE ARCHITECTURAL DRAWIN65 FOR LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OFENIN65 IN CONCRETE WALLS. SEE MECHANICAL DRAWIN65 FOR 51ZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENIN65 THROUGH CONCRETE CONSTRUCTION. SEE ARCHITECTURAL DRMIN65 FOR ALL 6ROOVE5, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FIN15H DETAILS AT EXPOSED CONCRETE SURFACES. CONCRETE REINFORCEMENT REFERENCE STANDARDS: CONCRETE REINFORCEMENT SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MODIFIED BELOW: AGI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE' AGI SP-66 "AGI DETAILING MANUAL" AGI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" CR51 "PLAGIN6 REINFORCIN6 BARS" OR51 "MANUAL OF STANDARD PRACTICE" M5P-1 WRI "WELDED HIRE FABRIC MANUAL OF STANDARD PRACTICE" MATERIAL5: DEFORMED BARS A5TM A615, GRADE 60 SEISMIC DEFORMED BARE* A51-M A106, GRADE 60 LOW ALLOY DEFORMED BAR ANCHORS A5TM A4g6,15 K51 YIELD BAR SUPPORTS CONFORM TO CHAPTER 3, CR51 M5P-I WELDED HEADED STUDS ASTM A106 *5EI5MIC DEFORMED BARS SHALL BE USED FOR LON617WINAL REINFORCEMENT IN COLUMNS, PILE5, 5TRUT MEMBERS, COUPLING BEAMS, VERTICAL REINFORCEMENT IN SHEAR WALLS, AND MOMENT FRAMES. A5TM A615, GRADE 60 BARS MAY BE USED IF: ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED STRENGTH BY MORE THAN 16 K51 (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3 K51) AND RATIO OF ACTUAL TEN5ILE STRENGTH TO ACTUAL YIELD 5TREN&TH 15 NOT LE55 THAN 125. IF MILL TEST REPORTS ARE NOT AVAILABLE, REINFORCEMENT SHALL BE TESTED PER THE SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. REINFORCEMENT SHALL BE PLACED AND SUPPORTED IN ACCORDANCE WITH CR51 M5P-I. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH AGI SP-66. NO BENDING OR 5TRAIeSHTENIN6 OF REINFORCEMENT WILL BE PERMITTED AFTER PARTIAL EMBEDMENT IN CONCRETE. LAP SPLICE ALL CONTINUOUS REINFORCEMENT IN ACCORDANCE WITH REINFORCEMENT 5PLIGE AND DEVELOPMENT LENGTH SCHEDULE, SHEET $5.1. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER5EGTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC, A MINIMUM OF I CROSS WIRE 5PAGIN6 + 2" OR 6" WHICHEVER 15 6REATER. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWI5E NOTED ON THE DRAWIN55 OR APPROVED BY THE ENGINEER. WELDING OR TACK WELDING OF REINFORCING BARS OUTSIDE OF PLASTIC, HINGE REGION5 TO OTHER BARS OR TO PLATES, ANOLE5, ETC 15 PROHIBITED, EXCEPT WHERE SPECIFICALLY APPROVED. WHERE WELDING 15 APPROVED, IT SHALL BE DONE BY AW5/WAB0 CERTIFIED WELDERS USING Eg018 ELECTRODES, WELDING PROCEDURES SHALL COMPLY WITH AW5-PIA MECHANICAL SPLICING OF REINFORCING BARS SHALL BE THE FOLLOWING SYSTEMS AND SHALL DEVELOP A MINIMUM OF 125% OF THE SPECIFIED YIELD STRENGTH OF THE BARS: LENTON STANDARD, LENTON LOOK, LENTON FORMSAVER, DAYTON SUPERIOR BAR LOCK L-SERIES, DAYTON SUPERIOR 0501 MECHANICAL SPLICE SYSTEM. MECHANICAL SPLICES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE IGG OR IAPMO EVALUATION REPORTS. WCRETE COVER: UNLESS NOTED. OTHERWISE, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE: ELEVATED 5LAB5 5/4" (#11 AND SMALLER), 1-1/2" (#14 AND #18) SLABS ON GRADE 2" BOTTOM INTERIOR WALL FACES 5/4" (#II AND SMALLER), 1-1/2" (#14 AND #I&) EXPOSED FORMED WALL FACES 1-1/2" (#5 AND SMALLER), 2" (#6 AND LARGER) FOOTIN65 3" (EXCEPT 2" TOP AND FORMED SIDES) BEAMS, COLUMNS 1-1/2" (ALL REINFORCEMENT INGLUDIN6 TIES, SPIRALS, STIRRUP5) CONCRETE ANCHORAGE EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING. INSTALL PER MANUFACTURERS INSTRUCTIONS AND APPLICABLE IAPMO OR CO-E5 REPORTS. NOMINAL EMBEDMENT DEPTH SHALL BE AS NOTED BELOW, UNLESS NOTED OTHERWISE. HILTI KWIK BOLT TZ (E5R-Ig1T) 3/5" EXPANSION BOLTS 1/2" EXPANSION BOLTS 5/8" EXPANSION BOLTS 4-1A6" 3/4" EXPANSION BOLTS "A6" SIMPSON STRONG -BOLT 2 (E5R 3037) 3/8" EXPANSION BOLTS 2-1/8" 1/2" EXPANSION BOLTS 3-1/8" 5/8" EXPANSION BOLTS 5-1/8" 5/4" EXPANSION BOLTS 5-5/4" DEWALT POWER STUD+ 502 (E5R 2502) 5/5" EXPANSION BOLTS 2-3/8" 1/2" EXPANSION BOLTS 3-3/4" 5/5" EXPANSION BOLTS 4-7/8" 5/4" EXPANSION BOLTS 5-5/4" PDXY-GROUTED O REBAR TO CONCRETE SHALL BE GROUTED WITH ONE OF THE FOLLOWING: HILTI HIT- RE 500-V3 R-3814 ,HILTI HIT-HY200 -3187 , SIMPSON 5ET-XP (ESR-2508), OR DEWALT PUREIIO+'MSR-32g8). INSTALL PER MANUFACTURERS INSTRUCTIONS AND APPLICABLE IAFMO OR I0G-E5 REPORTS. EMBEDMENT DEPTH5 SHALL BE AS NOTED BELOW, UNLE55 NOTED OTHERWISE. 3/8" ROD OR #5 BAR 4" 1/2" ROD OR 04 BAR 5" 5/6" ROD OR #5 BAR T" 5/4" ROD OR #6 BAR g" 10' ROD OR #T BAR 12" 1" ROD OR #6 BAR 15" HE SCREW A NTO CONCRETE SHALL BE SIMPSON TITEN HD (E5R-2TI3), DEWALT SCREW- BOLT+ (E5R-366g) OR HILTI KWIK HU5 EZ -302T . DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE ITW RAM5ET/RED HEAD (ESR-Rgq), HILTI XU LOW VELOCITY -226q , OR DEWALT POWER ACTUATED FASTENERS (E5R-2024) UNDERCUT ANCHORS SHALL BE U5P DUG (E5R-1910), HILTI HDA (E5R-1546) OR POWERS ATOMIC+ UNDERCUT ANCHOR (E5R-3061). POST -INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR CAST -IN -PLACE ANCHOR BOLTS OR REINFORCIN6 STEEL UNLE55 SPECIFICALLY APPROVED BY THE 5TRUGTURAL ENGINEER. PRODUCT SUBSTITUTES PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IAPMO OR ICG-E5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. NO REINFORCING BAR5 SHALL BE CUT TO PLACE POST -INSTALLED ANCHORS. ALL DEFECTIVE ANCHOR HOLES SHALL BE 6ROUTED WITH EPDXY ADHESIVE AND A NEW HOLE DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY. [1 1 1 1 726 134th Street SW Suite 200 Everett. Washinggton 98204 Ph: 425 741-3600 www.reidmiddleldnarn @Copyright 2019 Reid Middleton, Inc. I,u environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 AN tiog A O 31388 sBrONAL 0410U14 General Structural Notes date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permh Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (Q.C.): PNC Project No. 15015A RE$UB SO.2 APR 0 8 201199 EN0.4 GENERAL STRUCTURAL NOTES STEEL REFERENCE STANDARDS: STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENT5 OF THE FOLLOWING DOCUMENTS: At% 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" A[% 541 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" AI5C 505 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRID6E5" AW5 01.1 "STRUCTURAL WELDING GODS - STEEL" AISC 346 "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A450 BOLTS" AISG 35b "PREQUALIFIED CONNECTIONS FOR SPECIAL AND INTERMEDIATE STEEL MOMENT FRAMES FOR SEISMIC, APPLICATIONS" MATERIAL5: TYPE OF MEMBER ASTM SPECIFICATION YIELD WIDE FLANGES (4, STRUCTURAL TEES (WT) A992 50 K51 PLATES, ANGLES, CHANNELS A56 36 K51 THREADED RODS (TR) AND BARS SPECIAL SHAPES (NOTED A5"12 50 K51 GRADE 50 ON DRAWIN65) STEEL PIPES A55 (TYPE E OR 5, GRADE B) 35 KSI HOLLOW 5TRUGTURAL STEEL (HSS) A500 (GRADE B) 46 K51 MACHINE BOLTS (ME) A507 CONNECTION BOLTS (11513) A525 ANCHOR RODS (AR) FI554, GRADE 36 55 TEN51ON CONTROL BOLTS 17I652 LOAD-INVICATIN6 WASHERS F959, TYPE A525 CAMBER: ALL MEMBERS SHALL BE ERECTED WITH NATURAL OR INDUCED CAMBER UPWARDS, UNLESS NOTED OTHERWISE. CAMBER INDICATED ON DRAWIN65 SHALL BE A5 DELIVERED TO THE JOB 51TE. CONTRACTOR SHALL CONSIDER CAMBER L056 DUE TO SHIPPING AND HANDLING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS INCLUDING, ERECTION ANGLES AND LIFT HOLES. 5TRJGTIRAL STEEL EXP05ED TO WEATHER SHALL BE ZING -COATED HOT -DIPPED GALVANIZED FER ASTM AI23. ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE GOATED WITH BRUSH APPLIED PAINT CONTAINING ZINC, DUST COMPLYING WITH ASTM A160. ALL BOLTS AND ANCHOR RODS EXF05ED TO WEATHER SHALL BE ZING -COATED HOT -DIPPED GALVANIZED PER ASTM AI53. BOLTED CONNECTIONS NOT SPECIFIED A5 SLIP -CRITICAL NEED ONLY BE TIGHTENED TO A150 SNU6-TI6HT CRITERIA, UNLESS NOTED OTHERWISE. CONNECTION PLATES SHALL HAVE AISC STANDARD ROUND HOLES UNLE55 NOTED OTHERWISE. ALL OVERSIZED OR SLOTTED HOLES SHALL HAVE WASHER5 PROVIDED IN ACCORDANCE WITH AI5C 560, UNLE55 NOTED OTHERWISE. PRETENBIONED OR 51- P-CRITICAL CONNECTIONS SHALL USE LOAD-INDIGATIN6 WA5HER5 OR TENSION CONTROL BOLTS SUCH. AS BETHLEHEM INDICATOR BOLTS, LeJLFr TENSION CONTROL BOLTS, ETC,. CONNECTED PLIES SHALL BE PREPARED TO MEET THE REQUIREMENTS FOR GLA55 A FAYIN6 SURFACES. WELDING: ALL VELD5 SHALL COMPLY WITH AW5 DI.I. WELDS SHALL BE MADE USING LOW HYDR06EN ETOXX ELECTRODES. ONLY Ave PREQUALIFIED WELDED JOINTS SHALL BE USED. SHOP DRAWIN65 SHALL 5HOW ALL WELDING WITH AW5 A2.4 STANDARD SYMBOLS. WELDS 5HOWN ON DRAWIN65 ARE MINIMUM SIZES. INCREASE WELD SIZE TO AW5 MINIMUM 51ZE5 BASED ON PLATE THICKNESS. VELDS NOT SPECIFIED SHALL BE CONTINUOUS 3/16" FILLET WELDS. ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MINIMUM GHARPY V-NOTCH TOUGHNESS OF 20 FT.- LEG. AT 0 DEGREES F. IN ADDITION TO MEETING THE ABOVE REQUIREMENTS, ALL WELDS INDICATED A5 "DEMAND CRITICAL" SHALL BE MADE WITH MATERIAL WITH A MINIMUM GHARFY V-NOTCH TOUGHNESS OF 40 FT-1_55 AT 10 DEGREES F. SEE AISG 541-10 CHAPTER A AND AW5 DI.b SECTION 6.5 FOR ADDITIONAL REQUIREMENT5. PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. WELD5 5HOWN ON DRAWINGS ARE FOR FINAL CONNECTIONS. UNLE55 FIELD WELD SYMBOLS ARE SHOWN, CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF A VELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE STEEL ERECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOINT PREPARATIONS AND WELDING PROCEDURES, INCLUDING ROOT OPENINC75 AND FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPIES, TAPERS, AND SURFACE ROUGHNESS. WELDER CERTIFICATION: AW5 OR WA5HIN6TON ASSOCIATION OF BUILDING OFFICIALS (WABO). FIREPROOFING: REFER TO SPECIFICATIONS FOR REQUIRED FIREPROOFING AND TO ARCHITECTURAL DRAWIN65 FOR REQUIRED FIRE RESISTANCE RATIN65. 5TRUCTURAL FRAME CONSISTS OF THE COLUMNS; THE GIRDERS, BEAMS, TRUSSES, AND SPANDRELS HAVING DIRECT CONNECTIONS TO THE COLUMNS; AND BRACING MEMBERS DE516NED TO CARRY GRAVITY LOAD5. ANCHOR RODS SHALL BE INSTALLED TO A15G 5NU6-TIGHT CRITERIA WITH HEX NUTS AND LOCK WASHERS OR JAM NUTS AT THE TOP. AT THE BOTTOM, PROVIDE A STANDARD SIZE HEAD, TACK -WELDED NUT OR DOUBLE NUT. NO HEATING OR BENDING OF ANCHOR ROV5 15 PERMITTED. ENLAR6EMENT OF ANCHOR ROD HOLES BY BURNING 15 NOT PERMITTED. BASE PLATE HOLES FOR ANCHOR RODS SHALL BE A5 SHOWN BELOW AR MAXIMUM HOLE MINIMUM WASHER MINIMUM WASHER DIAMETER DIAMETER DIAMETER THICKNESS 5/6" 1-1/I6" 1-1/2" 5/16" 5/4" 1-5/16" 2" 1/4" Vb" I-9/Ib" 2-1/2" 5/I6" 1" 1-15/16" 3" 30" WELDED HEADED 5TUD5 (WF5) AND DEFORMED BAR ANCHORS (DBA)• 5TUD5 SHALL BE HEADED STUDS COMPLYING WITH ASTM AIOb 6R.1010 THROUGH 1020 WITH MINIMUM TENSILE STRENGTH OF 60 K51. HEADED STUDS SHALL BE WELDED IN CONFORMANCE WITH THE REQUIREMENT5 OF AW5 CHAPTER 1. DEFORMED BAR ANCHORS SHALL COMPLY WITH A5TM A496. STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH EQUIPMENT RECOMMENDED BY THE MANUFACTURER. LENGTHS SHOWN ON DRAWINGS ARE FINAL LENGTHS AFTER WELDING. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISG CODE OF STANDARD PRACTICE FOR STEEL EUIL12IN55 AND 5RIV6E5, 5ECTION 6.4 AND ASTM SPECIFICATION Ab. UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING PROCESS. ARrNI,FrnlwaLLY EXPOSED STRUCTURAL STEEL• ANY STRUCTURAL STEEL THAT IS EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL COMPLY WITH SECTION 10 OF AISG 503. SEE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. I WOOD SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS: AITG TOM "TIMBER CONSTRUCTION MANUAL" AN51/AWG NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AN51/AWG SDPW5 " SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC" AWG WCD No. 4 "WOOD CONSTRUCTION DATA - PLANK AND BEAM FRAMING FOR RE51DENTIAL BUILDINGS" ANC, HFGM "WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DVELLIN65" AN51/AITG A190.1 "STRUCTURAL GLUED LAMINATED TIMBER" AITG AITI "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF 5OFTWOOD SPECIES" AWPA GI "ALL TIMBER PRODUCTS -PRESERVATIVE TREATMENT BY PRESSURE PROGE55" TFI I "NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION" ROOF FLOOR # WALL SHEATHING SHALL BE APA RATED, EXTERIOR OR EXP05URE I STRUCTURAL I PLYWOOD OR ORIENTED STRAND BOARD (055) IN CONFORMANCE WITH IBC SECTION 2305.1.5. SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS P5 I-09, P5 2-10, OR APA FRP-106 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENT5. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF 24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AF6-0I. Td6 DECKING. WHERE SPECIFIED, SHALL BE SOLID SAWN, TONGUE -AND -GROOVE, [RANDOM LEN6TH1 TWO -SPAN CONTINUOUS DEGKIN6. USE DOU6LA5-FIR SELECT VEX VISUALLY GRADED DECKING (Fb = 2000 P51; F = 625 FBI, E = 1600 K51). INSTALLATION SHALL BE IN ACGORDANGE WITH THE PRAKIN66 AND IBC SECTION 2504A. `p'T ALL PRESSURE -TREATED (P.T) WOOD MEMBMY S SPECIFIED ON THE PRAKIN65 SHALL BE PRESSURE -TREATED WITH COPPER AZOLE CA-5 (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (AGQ- , FOR DOU6LA5-FIR, OR AGO-D FOR HEM- FIR) PRESERVATIVES UNLE55 OTHERWISE NOTED. AMMONIAGAL COPPER ZING ARSENATE (ACZA) PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL NOT BE USED. SEE GENERAL STRUCTURAL NOTES BELOW FOR MATERIAL REQUIREMENT5 OF CONNECTORS AND FASTENERS IN CONTACT WITH PRE55URE-TREATED MEMBERS. INSTALL (2) LAYERS OF ASPHALT -IMPREGNATED BUILDING PAFER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. SAWN LUMBER: SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY APPROVED BY AN ACCREDITATION BODY GOMPLYIN6 WITH U5 DEPARTMENT OF COMMERCE F520. FRAMING LUMBER SHALL BE KILN DRIED OR MG-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. 5TAN12ARD GRADING RULES FOR VEST COAST LUMBER No. 11. SAWN LUMBER SPECIES AND GRADES SHALL BE A5 FOLLOWS: JOISTS: (2x MEMBERS) DOUGLA5 FIR NO. 2 Fb = 1100 PSI, FV = I60 F51, E = 1600 K51 Ox AND 4x MEMBERS) DOU61-A5 FIR NO. I Fb = 1000 FBI, Fv = ISO FBI, E = 1100 K51 BEAMS AND STRINGERS: DOUGLAS FIR NO. I (INCLUDING bx AND LARGER MEMBERS) Fb = 1350 FBI, Fv = 1"10 FBI, E = 1600 K51 POSTS: (4x MEMBER5) DOU&LAS-FIR NO. I Fc = 1500 F51, E = 1100 K51 (bx AND LARGER MEMBERS) DOUGLA5 FIR NO. I Fc = 1000 P51, E = 1600 K51 57UD5, PLATES, LEDGERS 4 DOUGLA5 FIR NO. 2 MISGELLANEOU5 LIGHT FRAMING: Fb = 900 FBI, E = Ib00 P51, F6 = 1550 PSI, Ft = 515 PSI GLUED LAMINATED MEMBERS (6LULAMS) SHALL BE MANUFACTURED IN CONFORMANCE WITH AN51/APA A 190.0 AND ASTM D313T. EACH MEMBER SHALL BEAR AN AMC, OR APA IDENTIFICATION MARK AND BE ACCOMPANIED BY AN AITG CERTIFICATE OF CONFORMANCE. FIELD -DRILLED HOLES, GUTS, AND MINOR DAMAGE AREAS 514ALL BE FIELD TREATED PER APWA M4, WITH AN ENGINEER APPROVED TREATMENT PRODUCT. ENDS THAT HAVE BEEN FIELD GUT AFTER TREATMENT SHALL BE SCATTER NAILED WITH 3-INCH COPPER NAILS AT 2-INCHES ON -CENTER EACH WAY IN ADDITION TO TREATMENT. 6LULAM5 SHALL BE INDUSTRIAL GRADE WHERE NOT EXPOSED TO VIEW AND ARCHITECTURAL GRADE WHERE EXPOSED TO VIEW. 6LULAM5 SHALL HAVE THE STRENGTH GRADES AS NOTED BELOW: SIMPLE SPAN BEAMS: DOUGLA5 FIR 24F-V4 Fb = 2400 FBI, Fv = 265 F51, E = Ib00 K51 CONTINUOUS OR CANTILEVER BEAMS: 12OLISLA5 FIR 24F-Vb Fb = 2400 PSI, Fv = 265 P51, E = 14300 K51 HORIZONTAL SLULAM MEMBERS AND INCLINED MEMBERS OF LESS THAN 1:1 SLOPE SHALL HAVE A RADIUSED CAMBER OF 3,500 FT. UNLE55 NOTED OTHERWISE. GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH A NON -CORROSIVE, APPROVED PRESERVATIVE. ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NER OR IG6-E5 REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN APPROVED ADHESIVE. BEAMS: LAMINATED VENEER LUMBER (LVQ Fb = 2600 F51, E = MOD K51, FV = 265 FBI LAMINATED STRAND LUMBER (LSL) Fb = 2250 FBI, E = 1500 K51, Fv = 400 FBI (DEPTH > = 9-1/2") Fb = 1100 P51, E = 1300 K51, Fv = 400 F51 (DEPTH < 9-1/2") PARALLEL 5TRAND LUMBER (P5L) Fb = 2900 PSI, E = 2000 K51, FV = 290 P51 RIM BOARD 4 BLOCKING: LAMINATED STRAND LUMBER (LSL) Fb = ITOO PSI, E = 1500 K51, FV = 400 P51 DESIGN SHOWN ON THE DRAWING5 15 BASED ON LUMBER MANUFACTURED BY REDBUILT LLG IN ACCORDANCE WITH IGC- E5R-2993. ALTERNATE ENGINEERED LUMBER MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. A CURRENT NER OR I0G-E5 REPORT AND A L15T STATING THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROP05M SUBSTITUTES. EN6INEERED WOOD 1-JOISTS 5HALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, 5TIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN 51ZE WITH ENGINEERED WOOD 1-J015T5 PROVIDED. DE516N SHOWN ON THE DRAWINGS 15 BASED ON JOISTS MANUFACTURED BY REDBUILT LLG IN ACCORDANCE WITH ICG-ES REPORT NO. ESR-2994. ALTERNATE ENGINEERED WOOD I -JOISTS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT NER OR ICG-E5 REPORT AND A LIST STATING THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROP05ED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING 605TS RELATING TO REVIEW AND/OR RE-DE516N TO ACCOMMODATE PROP05ED SUBSTITUTIONS. DESIGN LOADS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE LIVE LOAD PER DESIGN LOADING CRITERIA DEAD LOAD 30 PSF WIND UPLIFT 10 P5F (NET) THE J015T MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF PLUMBING, MECHANICAL UNITS, DUGT5, AND/OR OTHER M15CELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO JOIST FABRICATION. THE J015T MANUFACTURER SHALL DESIGN JOISTS TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE JOIST SHOP DRAWIN55 SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO JOISTS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS SUBMIT SHOP DRAWINGS AND DE516N CALCULATIONS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESS10NAL ENGINEER, STATE OF WASHINSTON. ALL I -JOIST HANGERS SHALL BE 'MITSERIES BY 51MP50N STRON6-TIE, UNLE55 OTHERN15E NOTED TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE' BY 51MF50N COMPANY, AS 5PE61FIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 2505.5 d 2501 THAT MEET OR EXCEED THE SPECIFIED CONNECTORS' CAPACITY MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE CONTRACTING OFFICER. A CURRENT IGG-E5 REPORT AND A LIST STATING THE ITEM -FOR -ITEM SUBSTITUTION AND CAPACITY COMPARISONS MUST Be SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EN6INEERIN6 C05T$ RELATING TO REVIEW AND/OR RE-DE516N TO ACCOMMODATE PROPOSED %B5TITUTIONS. INSTALL NUMBER AND 51ZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND 51ZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO A5TM MOT. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE J015T BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOI5T HANGERS, UNLESS OTHERK15E NOTED. ALL TIMBER CONNECTORS IN CONTACT WITH PRESSURE -TREATED WOOD THAT USES PRESERVATIVE CHEMICALS SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (61b5 STEEL PER ASTM A653), OR TYFE 504 OR 31b 5TAINLE55 STEEL. ALTERNATIVELY, CONNECTORS CAN BE P05T HOT DIP GALVANIZED PER ASTM AI23 OR MECHANICALLY GALVANIZED PER A5TM B695, CLA55 55 OR GREATER. STAIMZ-55 STEEL FASTENERS SHALL BE USED WITH 5TAINLE55 STEEL CONNECTORS, AND HOT DIP GALVANIZED FASTENERS PER ASTM AI53 SHALL BE USED WITH GALVANIZED CONNECTORS. L N NOT SPECIFICALLY NOTED IN DRAWINGS SHALL BE A5 SHOWN IN IBC, TABLE 2504.10.1. NAILS SHALL COMPLY WITH A5TM FI661. MINIMUM NAIL DIMENSIONS SHALL BE AS FOLLOWS: SIZE DIAMETER LENGTH bd 0.113" 2" bd 0.151" 2-1/2" IOd 0.146". 3" 12d 0.146" 3-1/4" 16d 0.162" 3-1/2" 20d 0.1-12" 4" BOLTS SHALL CONFORM TO ASTM A301. LAG SCREW5 SHALL CONFORM TO ASME 13I6.2.1. INSTALL WA5HER5 UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG, SGRE1,15 BEARING ON WOOD. INSTALLATION OF LAG, SCREWS SHALL CONFORM TO 2015 NIPS SECTION ILIA AND INSTALLATION OF BOLTS SHALL CONFORM TO 2015 ND5 SECTION 11.1.3. PRE -DRILL HOLES FOR LA6 SCRE1,15 TO AVOID SPLITTING. ALL TIMBER FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE -TREATED WOOD SHALL BE POST HOT DIP GALVANIZED PER ASTM AI53. WOOD FRAMING NOTES: THE FOLLOWING, AFPLY UNLE55.OTHERWISE NOTED ON THE DRAWINGS: I. ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING, SHALL CONFORM TO IBC, TABLE 2504.10.1 OR CURRENT ICG-ES REPORT ESR-1539, UNLESS OTHERWI5E NOTED. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAC, 50REWo BEARING ON WOOD. INSTALLATION OF LAC 50RENS SHALL CONFORM TO NDS SECTION 12.1.4, AND INSTALLATION OF BOLTS SHALL CONFORM TO ND5 SECTION 12.1.5. 2. WALL FRAMING: TWO 5TUD5 MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALLS, UNLE55 OTHERWISE NOTED. INSTALL SOLID BLOCKING FOR WOOD COLUMNS THROUGH FLOOR SPACES TO SUPPORTS BELOW. 3. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH Ibd NAILS AT 12" OG STAGGERED OR BOLTED TO CONCRETE WITH 5/6" DIAMETER ANCHOR BOLTS e 4'-0"oc PER IBC SECTION 2506.3 (EMBED T'% UNLESS OTHHER44I5E NOTED. 3" x 3" x 0.229" PLATE WASHERS SHALL BE USED WITH ALL SILL PLATE ANCHOR BOLTS PER IBC SECTION 2306.3.2 AND 50PW5 SECTION 4.5.6.4.5. INDIVIDUAL MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH Ibd 0 12" OG STAGGERED. 4. FLOOR AND ROOF FRAMIN6: INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS. INSTALL 50LID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d a 12" OC STAGGERED. S. ROOF AND FLOOR 5HEATHIN6 SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED A5 SHOWN ON THE DRAWINGS. INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOIST5/TRU55E5 AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/6" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH Ibd 0 12" OG. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. 6. IN ACCORDANCE WITH IBC SECTION 1604.6.5, DECKS SHALL BE P051TIVELY ANCHORED TO THE STRUCTURE BY MEANS OTHER THAN NAILS SUBJECT TO WITHDRAWAL. ANCHOR WITH MINIMUM (1) C516 STRAP AT EACH END ATTACHED TO DECK JOISTS AND TO A SOLID BLOCKING MEMBER WITHIN THE BUILDING. raQ 728 134th Street SW • Suite 200 Everett Washinggton 98204 Ph: 425 741-3800 www,reidmiddleton.com ®Copyright 2019 Reid lfddletm, Inc. ii environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 WAS ]1368 ��sSIONAL EtiyG oaouw General Structural Notes Date 12.27.2018 Building Permit Submittal Revisions 1 04 02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (Q.CJ) PNC Project No. 15015A RESUB SO.3 APR 0 8 2019 O&M$`r SPECIAL INSPECTION SCHEDULE SEE EARTHQUAKE DE516N DATA SECTION OF THE GENERAL 5TRUCTURAL NOTES ON SHEET 50.1 FOR 5EI5MIG-FORGE RESISTING-SY5TEM5. 5EISMIG-FORGE-RE515TIN6 SYSTEMS (INGLUDIN6 DRAG STRUTS AND CHORDS) ARE SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH THE FOLLOWING SEISMIC AND NON -SEISMIC TABLES. STRUCTURAL SYSTEMS NOT PART OF THE 5EISMIG-FORGE-RE515TIN6 SYSTEM NEED ONLY BE INSPECTED IN ACCORDANCE WITH NON -SEISMIC TABLES. STRUCTURAL STEEL SPECIAL INSPECTION SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE ACCORDANCE WITH AISG 341, A15C 360, AND THE FOLLOWING INFORMATION TASK - INDICATES WHETHER TO OBSERVE OR PERFORM (OR BOTH) THE INSPECTION TASK. DOG THE INSPECTOR SHALL PREPARE REPORTS INDIGATIN6 THAT THE WORK HA5 BEEN PERFORMED IN ACCORDANCE HITH THE CONTRACT DOCUMENTS. 0 - OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS, OPERATIONS NEED NOT BE DELAYED FENDING INSPECTIONS. FREQUENCY OF OBSERVATIONS SHALL BE ADEQUATE TO CONFIRM THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE APPLICABLE DOCUMENTS. P - PERFORM, FOR EACH JOINT OR MEMBER PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. QG - TASKS INDICATED A5 "QG" SHALL BE EXECUTED BY THE FABRICATOR AND ERECTOR IN ACCORDANCE WITH A15G 360 CHAPTER N QA - TASKS INDICATED AS "QA" SHALL BE EXECUTED BY THE SPECIAL INSPECTOR IN ACCORDANCE WITH A15G 360 CHAPTER N. STEEL DETAILS INSPECTION TASKS QG QA REFERENCED STANDARD " INSPECT THE FABRICATED STEEL AND ERECTED STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS 5HOWN ON THE CONSTRUCTION DOCUMENTS, O O A15C 560 CH. N SUCH AS BRACES, STIFFENERS, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAIL5 AT EACH CONNECTION WELDING INSPECTION TA5K5 PRIOR TO NELOINS REFERENCED .STANDARD BC REFERENCE INSPECTION TASKS PRIOR TO WELDING QC QA WELDING PROCEDURE SPECIFICATIONS (WP55) AVAILABLE P P MANUFACTURER CERTIFICATIONS FOR MELDING C0NERM4BLE5 AVAILABLE P P MATERIAL IDENTIFICATION (TYMiSRA1V O 0 WELDER IDEimmcmioNl SYSTEM 1 O O FIT -UP OF 6ROOVE WELDS (INCLUDING JOINT GEOMETRY), JOINT PREPARATION,DIMEN51ONS (ALIGNMENT, ROOT OPENIN6, ROOT FACE, O O A151, 360 GH. 11052.1 BEVEL), CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK N 4 AH5 01.1 HELD QUALITY AND LOCATION), BACKING TYPE AND FIT (IF APPLICABLE) CONFI6URATION AND FINISH OF ACCESS HOLES 0 0 FIT -UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS AT ROOT), CLEANLINESS (CONDITION OF STEEL SURFACES), TAGKIN6 (TACK 0 O HELD QUALITY AND LOCATION) CHECK WELDING EQUIPMENT 0 - INSPECTION TASKS DURIN6 WELDING REFERENCED STANDARD IBC REFERENCE INSPECTION TASKS DURIN6 NELOIN6 QG QA USE OF QUALIFIED WELDERS 0 O CONTROL AND HANDLING OF WELDING CONSUHABLE5, PAGKA61N6, EXPOSURE CONTROL 0 0 6 AISG 360 GH. NO WELDING OVER CRACKED TACK MELDS 0 0 ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN LIMITS, PRECIPITATION O O AND TEMPERATURE N 4 A DI.I 11052.1 WP5 FOLLOWED, SETTIN66 ON MELDING EQUIPMENT, TRAVEL SPEED, SELECTED O 0 HELOIN6 MATERIALS, SHIELDING OAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED (MIN / MAX), PROPER P051TION (F, V, H, OH) HEL9I1,16 TECHNIQUE5, INTERPA55 AND FINAL GLEANING, EACH PASS WITHIN 0 0 PROFILE LIMITATIONS, EACH PA55 MEETS QUALITY REQUIREMENTS INSPECTION TASKS AFTER WELDIN6 REFERENCED STANDARD IBC, REFERENCE INSPECTION TA51<5 AFTER WELDING QC OA WELDS GLEANED 0 0 SIZE, LENGTH AND LOCATION OF HELOS P P WELDS MEET VISUAL AOGEPTANGE CRITERIA, CRACK PROHIBITION, WELD / BASE -METAL FUSION, GRATER GRO55 P P SECTION, WELD PROFILES, HELD SIZE, UNDERCUT, POROSITY A15C 360 CH. N 4 AH5 01.1 1105.2.1 ARC, STRIKES P P K-AREA 2 P P BAGKIN6 REMOVED AND WELD TABS REMOVED (IF REWIRED) P P REPAIR ACTIVITIES P P DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P 1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY HHIGH A WELDER WHO HAS MELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE. 2 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, V15UALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3 INCHES OF THE WELD. BOLTING INSPECTION TASKS PRIOR TO BOLTING REFERENCED IBC, STANDARD REFERENCE INSPECTION TASKS PRIOR TO BOLTING QG GA MANUFACTURERS CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O 0 PROPER FA6TENER5 SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) 0 0 AISG 560 CH. N 1105.2.1 PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O 0 CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYIN6 SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS 0 0 PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL P 055ERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED 0 PROPER 5TORACE PROVIDED FOR BOLTS, NUTS, WA5HER5 AND OTHER FASTENER COMPONENTS O O INSPECTION TASKS DURIN6 BOLTING REFERENCED IBC STANDARD REFERENCE INSPECTION TASKS DURING BOLTING QC QA FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED O O JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONI146 O O OPERATION AISG 360 CH. N 11052.1 FA57TTER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O FASTENERS ARE FRETEN510NED IN ACCORDANCE WITH THE O 0 R05C SPECIFICATION, FRO61RE551N6 SYSTEMATICALLY FROM THE MOST RI61D POINT TOWARD THE FREE ED6E5 INSPECTION TASKS AFTER BOLTIN6 STANDARD IW FU31RBCE INSPECTION TASKS AFTER BOLTING QG Cih AI5G 360 GH. N 11052.1 DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P SPECIAL INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD(*) IBC REFERENCE I. INSPECT REINFORCEMENT X AGI 318: CH. 20,252, _ 25.3, 26h.1-26b.3 2. REINFORCING BAR PELOIN6: a. VERIFY WELDABILITY OF REINFORGIN6 BARS _ X OTHER THAN ASTM A106 AW5 01.4 b. INSPECT SINGLE-PA55 FILLET WELDS, MAXIMUM 5/16. - X Art 516: 26b.4 _ c. INSPECT ALL OTHER WELDS X - 3. INSPECT ANCHORS CAST IN CONCRETE - X AGI 516: 11b2 - 4. INSPECT ANCHORS P05T-INSTALLED IN HARDENED CONCRETE MEMBERS 2 a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST X - AGI 516: I1b2.4 - SUSTAINED TENSION LOADS I,. MECHANICAL ANCHORS AND ADHESIVE ANCHORS _ X AGI 3I6: 11.82 - NOT DEFINED IN 4a 5. VERIFY USE OF RE2UIREO DE516N MIX - X AGI 516: 1'104.1, CH. 1-1, 26.4.3, 26.4.4 1904.2 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR 5TRENOTH TESTS, PERFORM SLUMP ASTM G 1T2 AND AIR CONTENT TESTS, AND DETERMINE THE X - ASTM G 31 TEMPERATURE OF THE CONCRETE AGI 316: 26.4, 26.12 1. INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION T EC NIGIES X - AGI 516: 265 " 6. VERIFY MAINTENANCE OF SPECIFIED DURING _ X AGI 316: 265.3-2655 TEMPERATURE AND TECHNIQUES 9. INSPECT PRESTRESSED CONCRETE FOR: - a. APPLICATION OF PRESTRESSING FORGES X - AGI 316: 26.10 - b. 6ROUTIN6 OF BONDED PRESTRESSING TENDONS X - 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS X AGI 316: 26.6 IL VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO STRES51N6 OF TENDONS IN POST -TENSIONED X AGI 516: CONCRETE AND PRIOR TO REMOVAL OF SHORES 26.11.2 AND FORMS FROM BEAMS AND STRUCTURAL SLAM 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND - AGI 316: DIMENSIONS OF THE CONCRETE MEMBER BEING - X 26.ILL2 2 FORMED WHERE APPLICABLE, SEE AL50 IBC SECTION 1105.12, SPECIAL INSPECTIONS FOR SEISMIC, RESISTANCE. (SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED 2 BY AN APPROVED SOURCE IN ACCORDANCE WITH 11.62 IN AGI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE RE615TERED DE516N PROFE55IONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK. 728 134th Street SW Suite 200 Everett. Washingg1 98204 Ph: 425 741-3800 www.r6dmiddletan.com ®Copyright 2019 Reid Middleton, Inc. ire environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329,8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 lyp'fHAN C1? Op WAag� O a�v�� Mir OtL6 l= Et��`S�'� ssrONAL $NG 04/olA9 Special Inspection Schedule Date 12.27.2018 Building Permit Submittal Revisions t 04.02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (Q.C.): PNC Protect No. 15015A IIE$uB SOA APR 0 8 2019 0 MON 5PECIAL IN51PECTM 50HEDULE SEISMIC REQUIREMENTS FOR HOOD GON5TRUGTION VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCED STANDARD ISO REFERENCE I. FIELD 6LUIN6 OF SEISMIC ELEMENTS X AF4PA SOPW5-2015 1105.12E 2. NAILING BOLTING, ANCHORING, AND FASTENING OF WOOD SHEAR WALLS, WOOD DIAPHRAGM; X AF4PA SDP1,6-2015 1105.12.2 COLLECTORS/ORA6 STRUTS, BRACES, SHEAR PANELS AND HOLDOWNS REQUIRED VERIFICATION AND INSPECTION OF 501L5 VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCE . ISO STANDARD REFERENCE I. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DE516N BEARING CAPACITY X nib 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER _ X - 1105b DEPTH AND HAVE REACHED PROPER MATERIAL S. PERFORM CLASSIFICATION AND TE5TIN6 OF _ X - 1105b COMPACTED FILL MATERIALS 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION X - 1105b OF COMPACTED FILL 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT 51JB6RADE AND VERIFY THAT 517E HAS BEET PREPARED PROPERLY REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENT5 VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE I. VERIFY ELEMENT MATERIALS, SIZES AND LENOTH5 X COMPLY WITH THE REGUIREMENT5 2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT X ADDITIONAL LOAD TESTS, AS REQUIRED IT05.1 5. INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE X AND ACCURATE RECORD5 FOR EACH ELEMENT 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNE55, CONFIRM TYPE AND 51ZE OF HAMMER, RECORD NUMBER OF 51-0W5 PER FOOT OF PENETRATION, DETERMINE X _ - 1105.1 REQUIRED PENETRATIONS TO ACHIEVE DE516N CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY DAMA6E TO FOUNDATION ELEMENT 5. FOR STEEL ELEMENTS, PERFORM ADDITIONAL IN5PECTION5 IN ACCORDANCE WITH SECTION 11052 6. FOR CONCRETE ELEMENTS AND CONCRETE -FILLED ELEMENTS, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 1105.5 1. FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL IN5PECTION5 AS DETERMINED BY THE RE615TERED DE516N PROFESSIONAL IN RESPONSIBLE CHARGE NON5TRUCTURAL GOMPONENT5 5MMIG REQUIREMENTS FOR NONSTRUCTURAL COMPONENT5 VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCED IBC STANDARD REFERENCE I. DE516NATED SEISMIC, 5Y5TEM a. VERIFY THE LABEL, ANCHORAGE AND MOUNTING ASCE 1 CONFORMS TO THE CERTIFICATE OF COMPLIANCE X SECTION 15.2 T05.12.4 2. ARCHITECTURAL COMPONENTS a. ERECTION AND FASTENING, OF EXTERIOR X _ f705.125 CLADDING 1,2 b. ERECTION AND FASTENING OF INTERIOR a AND EXTERIOR NON -BEARING WALLS X _ 1105.12.5 c. ERECTION AND FASTENING OF INTERIOR AND X _ 1105,12.5 EXTERIOR VENEER d. ANCHORAGE OF ACCESS FLOORS X - MOS.12.5.1 5. PLUMBING, MECHANICAL AND ELECTRICAL COMPONENT5 a. ANCHORAGE OF ELECTRICAL EQUIPMENT FOR X - 1105.12b EMERGENCY AND STANDBY POWER SYSTEMS b. ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT X - 1105.1216 c. INSTALLATION AND ANCHORAGE OF PIPING SYSTEM DE51ONED TO CARRY HAZARDOUS MATERIALS AND X 1105.12b THERE ASSOCIATED MECHANICAL UNITS d. INSTALLATION AND ANCHORA6E OF DUCTWORK X DESIGNED TO CARRY HAZARDOUS, MATERIALS _ 1105.12b e. INSTALLATION AND ANCHORAGE OF VIBRATION ISOLATION SYSTEM WHERE THE NOMINAL CLEARANCE X - 1105.12b BETWEEN THE EQUIPMENT SUPPORT FRAME AND RESTRAIN ISY4 INCH OR LE55 4. STORAGE RACK o. ANCHORAGE OF STORAGE RACKS & FEET OR X. GREATER IN HEIGHT I 5FECIAL INSPECTION 15 NOT REQUIRED FOR EXTERIOR CLADDIN6, INTERIOR AND EXTERIOR NONBEARING WALL5 AND INTERIOR AND EXTERIOR VENEER 30 FEET OR LE55 IN HEIGHT ABOVE GRADE [OR A WALKIN6 SURFACE]. 2 SPECIAL INSPECTION 15 NOT REQUIRED FOR EXTERIOR CLADDING AND INTERIOR AND EXTERIOR VENEER leEI&HIN6 5 F5F OR LE55. y SPECIAL INSPECTION 15 NOT REQUIRED FOR INTERIOR NON -BEARING WALL5 WEIGHING IS FSF OR LE55. TESTS CONCRETE a. VERIFICATION OF SPECIFIED CONCRETE COMPRESSIVE 5TREN6TH, f'c, IN ACCORDANCE WITH ACI 510-14 SECTION 26.12. b. VERIFICATION OF SPECIFIED AIR CONTENT, SLUMP, AND TEMPERATURE IN ACCORDANCE WITH AGI 518-14 SECTION 26.12 AT TIMES FRESH CONCRETE 15 SAMPLED. c. VERIFICATION OF SPECIFIED SHOTCRETE COMPRESSIVE STREN6TH, f'c, IN ACCORDANCE WITH IBC I906.10 AT LEAST ONCE PER SHIFT, BUT NOT LESS THAN 50 CUBIC YARDS OF 5HOTCRETE. OEOTECHNICAL a. VERIFICATION OF SPECIFIED FILL CLASSIFICATION MOISTURE CONTENT, AND DENSITY IN ACCORDANCE WITH THE 6EOTECHNICAL REPORT. 728 134th Street SW • Suite 200 Everett, Woshinytan 98204 Ph: 425 741-3800 www.reidmiddleton.com oCopyoght 2019 Reid Middleton, Inc. ii environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 - phone: 206.329.8300 fax: 206.329.6494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 �yQTXAN - ,v oFWAS o 4 37338 � , 04I01114 Special Inspection Schedule net. 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions Drawn by RVG/EPP Checked. by (P.M.): KRB Checked by (Q.C.): PNC Protect No. 15015A RESUB S0.5 APR 0 8 2019 a MON 5TRUCTURAL ABBREVIATION5 4 AND CJP, CP COMPLETE JOINT PENETRATION EMBED EMBEDMENT ® AT CL CENTERLINE ENGR ENGINEER AB ANCHOR BOLT CLR CLEAR EG EARTHQUAKE,EQUAL AFF ABOVE FIN15HED FLOOR CMU CONCRETE MASONRY UNIT EQUIP EQUIPMENT ACI AMERICAN CONCRETE INSTITUTE COL COLUMN E5 EACH 51DE ADDL ADDITIONAL GONG CONCRETE ETC ET CETERA ADJ ADJACENT, ADJUSTABLE CONN CONNECTION E-IN EAST -HEST AIS" AMERICAN INSTITUTE OF CONST CONSTRUCTION EN EACH WAY STEEL CONSTRUCTION CONT CONTINUE, CONTINUOUS EXP EXPANSION AI51 AMERICAN IRON AND CONTR CONTRACTOR EXT EXTERIOR STEEL INSTITUTE CHORD COORDINATE EXT SR EXTERIOR GRADE ALT ALTERNATE CR51 CONCRETE REINFORCED AN"H ANCHOR STEEL INSTITUTE FB FLUSH BEAM APA AMERICAN PLYWOOD ASSOCIATION CTR CENTER, CENTERED FD FLOOR DRAIN APPROX APPROXIMATE CU YO CUBIC YARD FF FAR FACE, FINISH FLOOR AR ANCHOR ROD FL FLUSH LEDGER ARCH ARCHITECT, ARCHITECTURAL d PENNYWEIGHT (NAILS) F5 FAR 51DE ASCE AMERICAN SOCIETY OF DB DIVIDER BEAM, DROPPED BEAM FT, ' FEET CIVIL ENGINEERS DF DOUGLAS FIR PON FOUNDATION ASTM AMERICAN SOCIETY FOR D-B DESIGN -BUILD FEMA FEDERAL EMERGENCY TESTING AND MATERIALS DBA DEFORMED BAR ANCHOR MANAGEMENT AGENCY AW5 AMERICAN WELDING SOCIETY DBL DOUBLE FIN FIN15H DEG,° DEGREE FLR FLOOR S/ BOTTOM OF DEMO DEMOLISH, DEMOLITION FLG FLANGE DAL BALANCE VET DETAIL FOS FACE OF STUD B" BOTTOM CHORD VIA DIAMETER FT6 FOOTING OF BRACED FRAME, BOTTOM FLANGE DIAS DIAGONAL BLD6 BUILDING DIAP14 DIAPHRAGM 6A GAGE, GAUGE BLK6 BLOCKING DICA DRILLED -IN CONCRETE ANCHOR 6E CABLE END BM BEAM DIM DIMENSION 6ALV GALVANIZED SOF BOTTOM OF FOOTING DIST DISTANCE 65, 6R BM 6RADE BEAM BOT BOTTOM OIL DEAD LOAD SON GENERAL BP BASE PLATE DN DOAN 6L, 6LU LAM SLUE LAMINATED HOOD BRG BEARING DO DITTO GLB SLUE LAMINATED BEAM 5T'4N BETWEEN DP DEEP 6RD GIRDER BU BUILT-UP 05 DRAG STRUT GRND GROUND DWG DRAWING G5N GENERAL STRUCTURAL NOTES C CAMBER, CHANNEL DKL DOWEL SN5 GYPSUM WALL BOARD CA CONCRETE (EXPANSION) ANCHOR CANTIL CANTILEVER (E), EXIST EXISTING HD HOLDOWN CAP CAPACITY EA EACH HDR HEADER CC CENTER -TO -CENTER EPDXY (ADHESIVE) ANCHOR H6R HANGER CDF CONTROL DENSITY FILL EE EACH END HF HEM -FIR "G CENTER OF GRAVITY EF EACH FACE HK HOOK GIP CAST -IN -PLACE EJ EXPANSION JOINT HLON HOLD DOWN C i CONTROL JOINT, EL ELEVATION HORIZ HORIZONTAL CONSTRUCTION JOINT ELEC ELECTRICAL HPT HIGH POINT ELEV ELEVATOR HISS HIGH STRENGTH BOLT H55 HOLLOW STRUCTURAL SECTION HT HEIGHT IBC INTERNATIONAL BUILDING CODE OC ON CENTER SPEC SPECIFICATION ID INSIDE DIAMETER OD OUTSIDE DIAMETER 5o SQUARE I.F. IN51DE FACE O.F. OUTSIDE FACE SST STAINLESS 57EEL IN, " INCH OFNG OPENING 55H SHORT SLOTTED HOLE INCL INCLUDE OFF OPPOSITE STAG STAGGER, 5TA66ERED INFO INFORMATION 055 ORIENTED STRAND BOARD STD STANDARD INT INTERIOR 05H OVERSIZED HOLE STIF STIFFENER IJ ISOLATION JOINT OWJ OPEN WEB JOIST STIR STIRRUP 5TL STEEL J5T JOIST PA POWDER ACTUATED 5TRUCT STRUCTURAL JT JOINT FCC, PRECAST CONCRETE SPRT SUPPORT PCF POUNDS PER CUBIC FOOT SW SHEAR WALL K KIP (1,000 LB) PEN PENETRATION SINS SHEAR WALL SCHEDULE KSF KIPS PER SQUARE FOOT PERT PERPENDICULAR 5YMM SYMMETRICAL, SYMMETRY K51 KIPS PER 5QUARE INCH PL PLATE, PROPERTY LINE PLC5 PLACES T/ TOP OF L LENGTH, ANGLE PLF POUNDS PER LINEAR FOOT T45 TOP AND BOTTOM LB,0 POUND PLWD PLYWOOD T86 TONGUE AND GROOVE LEV LEVEL PNL PANEL TC TOP CHORD LF LINEAL FOOT FP, PJP PARTIAL JOINT PENETRATION TEMP TEMPERA71JRE LL LIVE LOAD FROST PRECAST THK THICK, THICKNESS LLDB LONG LEGS BACK TO BACK PREFAB PREFABRICATED THP TENDON'H16H POINT LLH LONG LES HORIZONTAL P5 PRE5TRE55FD CONCRETE TIHRU THROUGH LLV LONG LES VERTICAL P5F POUNDS PER 50ARE FOOT TOG TOP OF CONCRETE LOCI LOCATION, LOCATE PSI POUNDS PER SQUARE INCH TOP TOP OF FOOTING LON61T LONGITUDINAL P5L PARALLEL STRAND LUMBER T05 TOP OF STEEL LPT LOW POINT P.T. POINT, PRESSURE TREATED TOW TOP OF WALL LSH LONG SLOTTED HOLE PT POST-TEN51ONED TR THREADED ROD L5L LAMINATED STRAND LUMBER PVC POLYVINYL CHLORIDE TRANS TRANSVERSE LVL LAMINATE VENEER LUMBER TYP TYPICAL R, RAO RADIUS T'45 THREADED WELDED STUD MAT- MATERIAL RD ROOF DRAIN MAX MAXIMUM REBAR REINFORCING STEEL BARS UNO UNLESS NOTED OTHERN15E MB MACHINE BOLT REF REFERENCE ME"H MECHANICAL REINF REINFORCING VERT VERTICAL MF MOMENT FRAME REM REMAINDER MFR MANUFACTURER REOD REQUIRED MIN MINIMUM RTN RETURN W WIDTH, WIDE FLANGE MIS" MISCELLANEOUS W WITH MPH MILES PER HOUR 5CHED SCHEDULE IND HOOD MTL METAL SECT SECTION IN15 WELDED HEADED STUD 5HT SHEET WIJ WOOD I -JOIST NF NEAR FACE 5HTH6 SHEATHING I'VO WITHOUT NIC NOT IN CONTRACT SIM 51MILAR HP HORK POINT NL6 NAILING 5J1 STEEL J015T INSTITUTE WT WEIGHT NOM NOMINAL 506 SLAB ON GRADE HHR WELDED WIRE REINFORCEMENT NO, p NUMBER 5PC SPACE, SPACED, SPACING N-S NORTH -SOUTH N5 NEAR SIDE NT5 NOT TO SCALE ' 111111 728 134th Street SW Suite 200 Everett. Washinggton 98204 Ph: 425 741-3800 www.reidmiddleton.com ®Copyright 2019 Reid Middleton, Inc. n environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 WA 4� w1,oKUfN�� RAL6 ��SSIGNAL ti�G 04101114 Structural Abbreviation Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 PermitRevisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (O.CJ: PNC Project No. 15015A RESUB S0.6 APR 0 8 2019 n LEE 11, PILE GAP SCHEDULE MARK WIDTH LENGTH DEPTH OTTOM TOP TIES REMARKS REINFORG NG REINFORCING (2) 18" VIA x 50 FT FI 24" 10'-0" 50" (b) #8 LONG (2) #& LONG #4 ® 4„ AU6ERGAST PILES #5 ® 12" TRANS #5 s 12" TRANS CONNECTION PER 19/53.1 AND 9/532, SIMILAR wm '" STEP IN TOP OF SLAB E {{ GRADE BEAM A45.1 AND 20/532 SPAN OF 12" THICK STRUCTURAL 7 r SLAB ON GRADE, TYP ALL FLOORS, UNLESS NOTED OTHERWISE IT T 0 I PILES ALIGN W/ O GRADE BM CORNERS----------------�— -- -- — - — AND INTERSECTION, I O I O �- EQUAL SPG BTWN, UNO--------------------- -- -------- -- -- DROPPED SLAB r,--__ __ ---- FER T/53.2 Da 10 --- ------ 8'-3" MAX SPACING iO TYP THIS LINE I I ---------- --- —1 — - - --- --- ---_-- ---�— STEP REINF AT I I -------- --�—r----- — -------I ------- ------ — T - I — GRADE BM DROP, TYP t ---- - --- --r O . 6,_5" MAX SPACING; 21 I TYP THIS LINE L o---------- �_-o�-------- ---a--------- — — -- Y' - ' --- --- ----- - -''------- 7 KALL C RB, AT O O O OO� WALL CURB, III --- ----- I ------------- r COOT Vt/ ARCH -- -- (8) 5T b r ---�(--- ------ --�-- SEE CIVIL 4 I1/53.2 AT / I kv FI N Q p cv FI c_v ry ry FI EDGE OF 5LA8, TYP'4 m ------- - — —-------------� -- -- ---- ------------------ MAX SR�GINO, TYP UNO o 5 6 ❑ HSS POST PER 522 PILE PER 4/552. 104 PILES MINIMUM REQUIRED A5 5HOWN ON PLANS QUANTITY (WHERE SPECIFIED) BAR 51ZE "T" TOP BAR, "M" MIDDLE BAR, "B" BOTTOM BAR ARE IN ADDITION TO BARS IN TYPICAL DETAIL a SPACING ON CENTER (EQUAL SPACE IF NOT SPECIFIED) (5) "1 B 12 PLAN NOTES: I. SEE 50.6 FOR ABBREVIATIONS. SEE 50.1 THROUGH 50.5 FOR 6ENERAL STRUCTURAL NOTES 2. AT SOUTHERN PROPERTY LINE SEE 11/53.2 AND A4.4 FOR ADDITIONAL INFORMATION. 3. SEE 522 FOR FIRST FLOOR FRAMING PLAN, INCLUDING ELEMENTS THAT REQUIRE EMBEDDED CONNECTIONS TO THE FOUNDATION. 4. SEE 50.1 FOR CONSTRUCTION JOINT SUBMITTAL REQUIREMENT5. REINFORCING SHALL BE CONTINUOUS THROUGH JOINTS. 5. SEE ARCHITECTURAL FOR ADDITIONAL INFORMATION, TYP b. PROVIDE OPENING IN SLAB FOR FLOOR DRAINS. APPROXIMATE LOCATIONS SHOWN. REFERENCE ARCHITECTURAL SEE 10/55.1 FOR ADDITIONAL REINFORCING REQUIRED AROUND OPENIN5. t ------------ 8".GONG STEM rya DROPPED SLAB t WALL, TYP (5) SIDES PILE ALIGN W/ j ¢ I PER -1/532 GRIDS ALONG THIS FACE UNO rk I — _ -`-- ;---------— — - --0— - — --- I - — - -------- -- - -- -- — -------------------------- ---- —' - -- r, T Il , I I � m r \• ' i I I °.Q� - ----------0----- ---- - --- ----� --' -- I I , 18" DIA x 50'-0" AUGER0A5T PILE, t \ TYP, UNO TYPICAL SLAB 12i GONG SLAB, 1 #5a 121 OICGT4B EW, kv I I I r 5 TYP 19/53.1, CONTINUOUS, LAP 2'-6� AAS REOP, DDL REINFRWHERE SHOWN SEE 19/53.1 - - ° -- -b - -- -I--- ----� I� I N ®--------- I----- 7 � 18" DIA x TYP (b)�LOC� 1 THIS ROW ONL (GRID B), SEE 9/32 i - - 6RADE BM TYP 7 I ® GRADE BM I O ------------- j 51M AT �" STUDS -- co -------- _-- O - --- J---- ---- L----� o ^ O i O=--- -- o f i to Oi - ,00. , , - -- --- - I I I I I EXTEND GRADE BM � 2/532 SIM 1 7 8 9 10 11 12 Foundation Plan 928 134th Street SW Suite 200 EverelL Washinggton 98204 Ph: 425141-3800 wea.rddr iddleton.com ®Copyright 2019 Red I4ddleton, Inc. mm environmental WORKS Community Design Center 402 15th Avenue Fast Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.6494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 vPRWs�o 4 y J]J68 12��v 6 ��ss�ONAL F'N�� 0410149 Foundation Plan �t. 12.27.2018 Building Permit Submittal Revisions 7 04.02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (Q.C)i PNC Project No. 15015A RESUB S2.1 APR 0 8 2019 jiI i \II i BG sq it I --- - SEE ROOF PLAN FOR STUD PACK SUPPORT OF GL5- , L5 AROUND i 14 �4 � .�J I LOUVER OPNG i PAtj PER 5/56.3 SIM r' I � —` C y Sti I REC.IMARK.nISTOR. I . I I I I I _ .. SW4 I 0. am 41 sq ft ,GE STOR. 178sgn 'Llai Fln NUMBER OF STUD5 IN BUILT-UP POST THIS LEVEL, NAIL STRUCTURAL WOOD WALL THI5 LEVEL Q TOGETHER PER GENERAL STRUCTURAL NOTES SWX Qi- HOEDOWN PER SCHEDULE 20/56.4 TYPICAL SHEARWALL THI5 LEVEL PER 20/56.3 '8� HOEDOWN BY 51MP50N STr20N6-TIE H554x(,Yvz ORIENT LONG FACE OFF H55 t PARALLEL TO WALL, TYP UNO t SEE 2/55.2 FOR GRADE BM EXTENSION AT 6LULAM COLUMNS PER ARCH (NOT SHOWN) Cij 9 1� Q I I I C� 12 I I ------ -------- �-- ------ �kl----_- ----------- 1t1A 1p`tI I I . psi i I SANQUETSROOM 1 I DANDUET ROOM 2 I _- I 1s4s:�n' I I ----------- 1--------- ------------------1---------- ar I I 6 I I I , I I I i I I 09D ICOMMUNITY q LOUNGE as�snn 109E !JJJBI C©S ; I I II I I nsgn I , L -----25-W2 9 &L 25W2 _ 11 0 Yj'nf A ALIGN W/ BM AWOY i '-----l—t I I irr ,(UkC- T[ip 1sz3 q inf I I , _,fI \ . I I- 64 65 5 P DRY®OR, KVTCHEtd .02 114 sqn I - .f�, L4 -1161 1`S II I I ENTRY RECEPTION 637 w n- I El ;" zW2 ----____J_ (4j l V 7x53d4 H55 --- 4 --) r T_ LZ 5 i -�------------�-- T � I I -- ---------- I t -to 1 �E-g > E ( I i STUDS • 2 0 _ I1 1253 fl I I _ - io1 tYl ; :o U t 4 I I I i J03Y I 111 ''' 5777111111fff777SSS e 12 lU,l V . I I MUryITY MEETING �ry-iOtC1yS�3. I 4e2 sg it NTRY. VEST. 1 E; , I I JAN.IniAIPJT. I1za , - I 1235gn - I I I' --- _ ---- --- JII�III! _ 1 I I -------- I - I - --J- b 4. '- l 11 SW4 - I t I ENTRY 1- r_ 1- - 12" OG THIS WALL � 1 t I I i �) O7 �9 10 11 First Floor Plan PLAN NOTES: I. STUD WALL5 SHALL BE 2x6 STUDS a 16" OG, UNO. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES. SEE 20/56.5 FOR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALL PANEL EDGES. WHERE ADJACENT SHEAR WALLS ARE IN CONTACT, NAIL 5TUD5 TOGETHER PER "PAGE NAILING TO WOOD BELOW" PORTION OF THE SHEAR WALL SCHEDULE 20/56.5. 2. P05T OR JAMB STUD SUPPORTING BEAMS OR HEADERS ABOVE SHALL BE (2) STUDS, UNO. 3. SHEAR WALL CORNERS AND INTERSECTIONS SHALL BE FRAMED AND NAILED PER 10/56.5, UNO. 4. AT PLYWOOD SHEATHED WALL5, CONTRACTOR SHALL EXTEND SHEATHING AS REQUIRED TO ACHIEVE FULL COVERAGE OF ENTIRE WALL TO AVOID CONFLICTS BETWEEN VARYING PLYWOOD AND 6W5 THICKNESS, COORDINATE WITH ARCHITECTURAL. 5. STRUCTURAL DRAHIN65 DO NOT SHOW ALL LOCATIONS OF MECHANICAL UNITS, PIPING, OR OTHER EQUIPMENT (REFER TO ARGHITECTIl MECHANICAL, PLUM5I1,16, ELECTRICAL, AND FIRE PROTECTION DRAWINGS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING, THE FINAL WEIGHTS AND LOCATIONS OF THE UNITS AND PIPE RUNS (INGLUDIN6 SPECIFIC SUPPORT LOADS AND SUPPORT CONFIGURATION WITH THE WOOD JOIST MANUFACTURER, M/E/P/FP CONTRACTORS, AND STRUCTURAL ENGINEER PRIOR TO J015T FABRICATION. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 6. SEE 5/55.2 FOR EXPOSED BASE PLATE DETAIL. T. SEE 15 AND 20/55.2 AT WALL5, UNO .I CHS%x4x5/b AT VESTIBULE, TYP (b) LAG C2x6 STUD INFILL AT VESTIBULE, TYP I. I i GRADE BM PER LF� FDN PLAN, TYP U—cc STUDS a 12, OG - -D Ell= 728 1341h Street SW' Suite 200 Everett Washinytan 98204 Ph: 425 741-3800 www.reidmiddleton.com mCopyrighf 2019 Reid Middleton, Inc. et environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 TTiAN O �y��oy wasq��0 Qr y T �L68 L 0 �fONAL 04/OIA4 First Floor Plan Date 12.27.2018 Building Permit. Submittal Revisions 1 04.02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB ��l Checked by (D.C.): /�Q PNC Project No. G1 15015A a R6B S2.2 R 0 8 2019 �' STAIR PER CIVIL- 0—_._... _.__ - - --_.-- RETAINING WALL PER 4/53.1 FOR STUD SUPPORT( STRAPS AROU LOUVER OPNG PER 5/56.5 Sit E�2 ELEC. 250 sy It 80 sy a IN syn III I I Syi i REC.IMA©.ISTOR. 121 I�i aa,san all I r I I M�f Ila I I 3 I , I I i P _25W3� pll. - r------- -- i7A iE STOR. d34 8 oyfl I I -------'��I _________ ,'AG©i'OR. I -STUDS 12" Or, I 1 I�4 J3o I ' Itkx III. NUMBER OF STUDS IN BUILT-UP POST THIS LEVEL, NAIL TOGETHER PER GENERAL STRUCTURAL NOTES HOLDOWN PER SCHEDULE 20/56.4 TYPICAL HOLDOWN BY 51MFWN STRONG -TIE (5 i l +ID I ry �nJ BAN4)UET ROOM 1 In6a sy n Op 4 ALIGN W/ BM ABOVE 79� L----------1I ---- ------ b TIiRiFT STOREb ,62��,K, I I I SW4 ! \6 \ ® ! I I i I I I I i 1 C CC C CC C Irma 1111A STRUCTURAL WOOD WALL T14I5 LEVEL SWX SHEARWALL THIS LEVEL PER 20/56.5 f64-Y6 H554x6A ORIENT LONG FACE OFF H55 PARALLEL TO WALL, TYP UNO H555x5x6 TYP UNO SEE 2/55.2 FOR GRADE BM EXTENSION AT GLULAM COLUMNS PER ARCH NOT SHOWN) (1�� -------- ---------- ------ ----- �, .,...�. .. ... ..,,.. ---- --------------- -------------- ------�----- STUD5012. Ii PLAN NOTES: I. STUD WALL5 SHALL BE 2xb STUDS a 16" 00, UNO. SEE ARCHITECTURAL DRAWING5 FOR WALL TYPES. SEE 20/56.5 FOR SPECIAL STUD REQUIREMENT'S AT HEAVILY NAILED SHEAR WALL PANEL EDGES. WHERE ADJACENT SHEAR WALL5 ARE IN CONTACT, NAIL STUDS TOGETHER PER "FACE NAILING TO WOOD BELOW" PORTION OF THE SHEAR WALL SCHEDULE 20/56.5. 2. P05T OR JAMB STUD SUPPORTING BEAMS OR HEADERS ABOVE SHALL BE (2) 5TU05, UNO. 5. SHEAR WALL CORNERS AND INTERSECTIONS SHALL BE FRAMED AND NAILED PER 10/56.3, UNO. 4. AT PLYWOOD 514EATHED WALL5, CONTRACTOR SHALL EXTEND SHEATHING AS REQUIRED TO ACHIEVE FULL COVERAGE OF ENTIRE WALL TO AVOID CONFLICTS BETWEEN VARYING PLYWOOD AND 6WB THICKNESS, COORDINATE WITH ARCHITECTURAL. S. STRUCTURAL DRAWING5 DO NOT SHOW ALL LOCATIONS OF MECHANICAL UNITS, PIPING, OR OTHER EQUIPMENT (REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION DRAWIN65). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FINAL 11EI614l AND LOCATIONS OF THE UNITS AND PIPE RUNS (INCLUDING SPECIFIC SUPPORT LOADS AND SUPPORT CONFIGURATION) WITH THE WOOD JOIST MANUFACTURER, M/E/P/FP CONTRACTORS, AND STRUCTURAL ENGINEER PRIOR TO JOIST FABRICATION. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 6. SEE 5/55.2 FOR EXPOSED BASE PLATE DETAIL. T. SEE 15 AND 20/53.2 AT WALLS, UNO ��EN7RYiVE5L j4'l11 I I 1I i 1 I H5Sbx4xWb AT (us7 I i i_ I I VESTIBULE, TYP (b) LOO BANQUET ROOM 2 = -------I_t:N65gn ------ --------- I i i------------- \ __ _2xb STUD UNPILE AT -- ---- VESTIBULE, TYP I II9tT I w\ I 109C I 1 I - \ COMMUNITY LOUNGE 11 111 f5%satt I 1 1 109E II COATS A .Gr_ I jlsft� . KEN j �" v f�Jae I \ems �I 110629 q L II I I 34 n s COFFEE KIOSKi PER I I 6 qa ENTRY RECEPTION 1 4 > I 637syfl —_-- --------------- ----- - HALIJ lao y —-----— 4 - 3 Tx5p EL- I ,1 �— 4 H55 I 77 I `---- ---- --- _ "�' z1-� i 6. i i 5 o 1211 Or, �____l 2, ' i, _� - TI i` --j I I I I fi.`11 ___ ____ _ }_________l i b1253\�I _ -0n �yn Ipj \ 103 ,� MU ITY MEEE-ErING RO I JS3€3 Lnfll 15) 5 012 .S3 rIj I a6psyn ENTRY. VEST. l I I j JAN.11:7AINT. ___ tzo ll I I 127 syn I ,OU it I� —_ as L III — B I` II, , ri WALL STUDS 0 - 1 12" OC THIS WALL CCC8 10 11 First Floor Plan GRADE BM PER FON PLAN, TYP N J N LL f W STUDS a 12" OO \�`�ry__ L_J r - I 12 REVISED PLANAPPROVED CITY OF EDMONDS BUILDING DIVISION PLANS EXAMINER 0 DATE '7, ?,A 'L0 • 1 1 1 � 728 134th Street SW Suite 200 Everett. Was hingtan 98204 Ph: 425 741-3800 www.reiddddleton.corn GCopyright 2019 Reid Middleton, Inc. environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.6494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 First Floor Plan Date 12.27.2018 Building Permit Submittal Revisions 04.02.2019 Permit Revisions ® 01.31.2020 Perri Update Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (C.C.): PNC Project No. 15015A FEB 05 :T'1 suyLotN�.c,,aRTrf r:' 5TRUT SC+WULE GALLOUT STRUT A 16A/56.4 e 18B/56.4 G 13A/56.4 D 13B/56.4 E 13Gf6.4 F 13D/56.4 G ME/56.4 - H 12/;4 5IM WTIO.5x25, TYP AT 1 1 THIS CANOPY H5510x4x12 STRUT 1 W 14" RED-165 0 Ib" OG t I.. I NV' RED-145 0 12" OG vIn IsI L In nF7;. i u . \GLB69/ax2 241 sg n I III L', 4 ----- - Iu'-- - -' In 5Y4x24 P � p. WI6xE I it r LVL 5 Y4 x IS -� IF97 'RIP U0SE 1 A x 11j_W ,TUG KITCHEN J _ 1o'sgn I'm PLAN NOTES: LEGEND I. DIAPHRAGM SHALL BE BLOCKED, INSTALL 2x FLAT 5LOGKIN5 AT ALL UNFRAMED PANEL EDGES. FLOOR SHEATHING SHALL BE 9/4" T46 SHEATHING (PANEL SPAN RATING 40/24). NAIL SHEATHING AT ALL FRAMED STRUT TYPE, SEE SCHEDULE THIS SHEET ❑ H55 POST, PER 522 PANEL EDGES, DIAPHRAGM BOUNDARIES, BLOCKING AND EXTERIOR SHEAR WALLS BELOW W/ IOd 0 4" OG. X NAIL 5HEATHIN6 IN PANEL FIELD TO ALL STRUTS, STRUT BLOCKING, AND INTERIOR SHEAR WALLS BELOW W/ Od 0 2" OC, STAGGERED. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ IOd 0 1211 OG. CLUE ---- STRUCTURAL WOOD WALL TH15 LEVEL SHEATHING AT ALL SUPPORTS WITH ADHE51VE CONFORMING TO APA 5PEGIFIGATION AF6-OI. NUMBER OF STUDS IN BUILT-UP POST THIS LEVEL, 2. WHERE SFEGIFICALLY NOTED, DIAPHRAGM SHALL BE BLOCKED, INSTALL 2x FLAT BLOCKING AT ALL NAIL TOGETHER PER 6ENSTRUCTURAL NOTES, UNFRAMED PANEL EDGERAL STE5. FLOOR SHEATHING SHALL BE %" T46 SHEATHING (PANEL SPAN RATING 45/24). SEE b/55.1 AT LOCATIONS WITH "B" DESIGNATION.__________ STRUCTURAL WOOD WALL BELOW NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIE5, BLOGKIN6 AND EXTERIOR SHEAR AT 'B"PROVIDE BLOCKING AND STRAPPING AT T45 WALLS BELOW W/ IOd 0 2" OC, STAGGERED. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS PV IOd 0 12" OF POST AT ALL FLOOR LEVELS PER 8/5b.b 5IM 5WX OC. GLUE SHEATHING AT ALL SUPPORTS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AF6-01. "B" TO BM CONNECTION WITH (2) AG6RZ FROM POST SHEAR WALL THIS LEVEL PER 20/56.5 5 SHALL BE 2x6 STUDS 0 16" OG, UNO. 50 ARCHITECTURAL DRAWIN65 FOR WALL TYPES. SEE TO BEAM AT SIMILAR CONDITION WITH NO 20/5b.3 OR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALL PANEL E06E5. WHERE OVERHANG INSTALL (2) HLSOn-SD52.5 T SHEAR WALL5 ARE IN CONTACT, NAIL STUDS T06ETHER PER "FACE NAILING TO WOOD BELOW" C�IZS�� PPDIAPHRAGM R NRTTE62 NAILING PORT4. POSTION OF THE SHEAR KALL OR JAMB STUD SUPPORTING SCHEDULE AMS OR HEADERS ABOVE SHALL BE (2) STUDS, UNO. HOEDOWN PER SCHEDULE 20/56.4 TYPICAL L d/ HOLDOWN BY SIMPSON STRONG -TIE WITH SO' 5. HEADERS IN 5D WALLS SHALL BE TR EMBEDDED INTO BASEMENT WALL BELOW 6. INSTALL 51MF50N %' HANGERS AT FLUSH WOOD BEAM -TO -WOOD BEAM CONNECTIONS AND ALL FLUSH TYP AT BRACE, 00) LOG I_ I Eal MULTIPURPOSE 2 � SKEWED FRAMING GONNEGTIDNS, UN : SEE 50.1, DEFERRE�gNll LS, FOR ADDITIONAL IN�RIT16N. T. SHEAR WALL CORNERS AND IN TION5 SHALL BE FRNAILED PER 10/56.5 UN 8. AT PLYWOOD SHEATHED WALLS,GON (OVERAGE OF ENTIRE WALL TO AVOID CONFLICTS BETWEEN VARYING PLYWOOD AND 6P 6 THICKNESS, COORDINATE WITH ARCHITECTURAL. 9. 5TRUGTURAL DRAWINGS DO NOT SHOW ALL LOCATIONS OF MECHANICAL UNITS, PIPING, OR OTHER EQUIPMENT (REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION DRAWIN65). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FINAL WEIGHTS AND LOCATIONS OF THE UNITS AND PIPE RUNS (INCLUDING SPECIFIC SUPPORT LOADS AND SUPPORT CONFIGURATION) WITH THE WOOD JOIST MANUFACTURER, M/E/P/FP CONTRACTORS, AND STRUCTURAL ENGINEER PRIOR TO J015T FABRICATION. 10. F12/5�65. PIGAL FLOOR PENETRATION FRAMIN6 PER 5/56b SIMILAR. PROVIDE FLOOR FRAMING FOR 1 5' � 3 PIA 1 1 � 1 X-STRONG PIPE AT THIS CANOPY � � 1 1 - ---- x4. -1 SEE 6/56b, TYP a 728 134th Street A Suite 200 , 14" RED-16510 WOG Everett. Washin9ton 98204 Ph: 425 141-3800 I - www.reidmiddleton.com -Copyright 2019 Reid Middleton, Inc. D5 0 12" OG HSSbxbx5(b, CONN TO DIAPH b W/ SIMPSON TB SCREWS 0 I{ 5IM V ' 5..OG, TYP (3) LOG CO (' 14' IRED 165 t 14 �' I I6 1 0 Ib" OG 0 16" OG environmental WORKS 1 - -CiA : I Community Design Center SPANS 11I8 V is� A"I` 01i asgn q I" B t 046 OG lit / A�' 5W2 fi .T 1 VL LNL• W2 - - - LVL "._.IYL i LVL DB 69/a x 24 ' 9 n�Ll 1 2 F VBDF VI/ �u - -- J-EEAT-'m- n I r i0 6 EDGE ® ,LVL 5Va xI1,,, SEE 20/56.1 SIDES r THI5ILINE FOR WHERE LVL 15 NOTED R$$'CEPTION �- ( I I II T/8" RED-145aog 116. STAIRT? IIYe RED 145 IA LVL5Y4i 4 3 I `00 zn1a. I L�zI a _ cLVIc 51'41x � - Ll IC d cur is z��f ^p - -- �---- IC l l 4 ix ga •r -- __ ---SEEjPOOF'PLAW *3 �- 1 FOR STUD PACKS I , 4u ] 3 NOT' SHOP4N Izap] Scut 1 LVLc .b4% 14 4 ---�---- ,.I 1z:ga 5�'eac 11 - l2 )J Inol ice ' i oP, i = ' orncl 11]uln J 5 TL 5Ya x 24 2spsgr _ 1 I ( 5 N .r N x RENCE I e M&WAw WALL 5D5 O 12" OG THIS 7 Second Floor Plan , X OPENING eELON bN / f� l /,ALL LVLS AC LVL - �N HANGER j v_ o vI® ~~ I OPENI ITIN nREA L"3 BELOW �VL EY4 x 18 X z' x axI 6LB m OHRD Ui S,r 4 1 o N N 25W4 VLt i4 x I LVI: 1i WA124 5-- TS JNI II RED 145r„ i'. Gbv 0 0 OG i s]Jbi n I� 0 12" OG I 11 LVL 5V4 x 16 ES OF OPN6 v crR� 1VL;5Y4x 14 11 sa:gn ST F3 16' RED-165 0 1¢ OG Llv_ x LVL 5 Yz x I E5 OF OPN l SW4 I --,,LVL.a x 14 3x T46 DECKING K' CONTROLLED RANDOM LAYUP5 W/ 1%2" 5TRUCT SHTHG LAYERED ON T/ T46 H55 CAL BELOW, TYP Elevator Lid Roof Partial Plan 1/4 1 1-0., TYP l I�I X SEE 9/56b SIM AT - J Tj T( xO' SEE 9/56.6 f x FOR SKYLIGHT OPN6,TYP N > ' 6 NUMBER OF STUDS IN BUILT-UP P05T BELOW Q THIS LEVEL, NAIL TOGETHER PER GENERAL STRUCTURAL NOTES ❑ H55 POST BELOW - STRUCTURAL WOOD WALL BELOW SPAN DIRECTION OF FRAMING MEMBERS, SEE NOTE 3 �- - - - SPAN DIRECTION OF TRUSSES m ROOF PEAK AT RIDGE LINE STEP IN FRAMING ELEVATION INTERIOR J015T BEARING LINE - SLOPE DIRECTION SLOTTED 61-5, SEE 2/56.5 - 3 �1 5) 6 ( 7� II-0 J 9 �.I T , HHB51TYP THIS LINE, UNO 3x T46 DECKING ry CONTROLLED I 61-5 5Y8 x 13114 TYP AT STL 1 I RANDOM LAYUPS W W STIWT WINDOW POSTS (10 1-06) I I - ' SHTH6 LAYERED ON T/ T46 ' I4 LB 51b x I!!rz TYP -= @TT311L T L------ -- - - ----- -_- --—` J ----- ^11/56.5/564 �i 51M 7 7 C 7 C 7 C 7 SIM 6LB SYe x 1314' TYP T (Y) THI5 LINE t ' A �E3I u/5b.3 0o N J n X LL x \ v „'t OFFSET X m PANELS AS du� "� "� m m SHOWN 3 In / m�p' L�I J ^ �� N x - v 3/56.1 /� o ' L W14x30 N TO ALIGN 0 7 OVER RAIL TYP I I d)6 615 6% x 2th I 6LB 6% x 2a14 I 6LB 6% x 7d14 I 6LB 6% x 28)'2 11 1 61-5 6% x 30 I I X m X X v m X In 4 KALIL in EA 6LB LCVL UNO, I 5Y4x14 HEADER, 1 I I TYP UNO 3 --- - ------ ------ 6LB 67 x TYP THIS ) I 1- I IT/565 ' i I .OW I IIfS6 SIM. C 6LB5y xD 12 61-8C I I I lW GILTS 6 i r 10/55.2 ==--i--------- ------=L} 1 1 I I fl i I I I I j xi ___ _ .__ III I I I I TYP (q) LOC, THIS LINE f"1— �_ 3x T46 DECKING W/ GO I 4 RANDOM LAYUP5 W/ 1%2 STRUTT I 1 OFFSET FROM 5HTH6 LAYERED ON T/ T46 CENTER PER ARCH 0 Roof Plan PLAN NOTES: I. BEAMS OVER DOORS OR WINDOWS SHALL BE (2) 2xb AND DROPPED BELOW STUD WALL TOP PLATE PER 5/55A UNO. 2. IXANNECTION5 P50N "E6" HANGERS WITH TOP FLANGE AT ALL FLUSH WOOD BEAM -TO -WOOD AND ALL FLUSH SKEWED FRAMING CONNECTIONS, UNO. SEE 50.1, UBMITTALS, FOR ADDITIONAL INFORMATION. 3. STRUCTURAL DRAWINGS DO NOT SHOW ALL LOCATIONS OF MECHANICAL UNITS, PIPING, OR OTHER EQUIPMENT (REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION DRAWING5). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FINAL WEI6HT5 AND LOCATIONS OF THE UNITS AND PIPE R4N5 (INCLUDING SPECIFIC SUPPORT LOADS AND SUPPORT C.ONF16URATIOW WITH THE WOOD JOIST MANUFACTURER, M/E/P/FP CONTRACTORS, AND STRUCTURAL ENGINEER PRIOR TO J015T FABRICATION. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 4. ROOF SHEATHING SHALL BE T46 DECKING WITH SHEATHING (PER PLAN). NAIL SHEATHING AT ALL PANEL EDGES W/ Cd x 211" OG. CONNECT SHEATHING AT ALL DIAPHRAGM BOUNDARIES, BLOCKING AND EXTERIOR SHEAR WALLS BELOW W/ SIMPSON Y4" x 6" SD5 SCREWS a 3" OG STAGGERED. CONNECT SHEATHING IN PANEL FIELD TO ALL STRUTS, STRUT BLOCKING, AND INTERIOR SHEAR WALLS BELOW W/ SIMPSON Y4 x b" 5D5 50REW5 a 3" OG, STAGGERED. NAIL SHEATHING AT W/ IOd x Z" 0 12" OG EACH WAY FIELD. CLUE 5HEATHINC AT ALL SUPPORTS WITH APHE51VE CONFORMING TO APA SPECIFICATION AF5-0I. VERIFY THAT NAILING WILL NOT PENETRATE UNDERSIDE OF DECKING. NAILING SHALL NOT BE VISIBLE FROM THE INTERIOR. 3x T46 DECKING SHALL BE TOE NAILED AT EACH SUPPORT WITH ONE 40d NAIL AND FACE NAILED WITH ONE bOd NAIL. 3x DECKING SHALL BE SPIKED TO EACH OTHER WITH 8 INCH SPIKES a 3b" OG MAX THRII PREDRILLED HOLES AND WITH ONE SPIKE NUT EXCEEDING 10" 1 FROM THE END OF EACH PIECE 5. HOLES IN ROOF SHALL BE Z" DIAMETER MAX. LOCATE HOLES AT CENTER OF 3x DECKING. HOLES SHALL BE 1'-0" FROM FRAMING AND SPACED A MINIMUM OF 4'-0" APART. AT LARGE OPENINGS INSTALL 3xb SLEEPER SPANNING BETWEEN 6LULAM NAILED WITH IOd a 12". 1 6LB 6% x 5V2 (BELOW MAIN BEAM5) 728 134th Street SW Suite 200 Everett, Washingglon 98204 Ph: 425 741-3800 www.reldmiddleton.00nn - -- - --O ®Copyright 2019 Reid Middleton, Inc. SIM CURVED CURTAIN WALL TO �� SPAN TO UNDERSIDE OF ROOF DECK AND TO NOTCH AROUND 6LULAM BEAMS environmental WORKS Community Design Center ry Seattle, Washington 9 112 X phone: 206.329.8300 - fax: 206.329.5494 LOCATE 6LULAM OFFSET FROM CENTER PER ARCH L - le C^ 1 1 i I� I —niti- ----- y LOCATE 6LULAM OFFSET I I�FROM CENTER FER ARCH. I I II I, �I j 61113 6% x M2 'I (GIRDER RUNS CONT BELOW BEAMS AW OVER HAW Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 wN A as C'RO ° 37368 L 9.°NAL $� 04/01/14 Roof Plan 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions Drawn: RVG/EPP Checked by (P.M.): KRB Checked by (Q.C): PNC Project No. 15015A RESUB S2.4 APR 0 0 2019 °LSWSqW6r 1I71, RED-45 a 155" Or, 3) 4 61.8 04 X l6ii X X IIYa REll 6 WOO PARTIAL HEIGHT WALL ABOVE 4 g 3 — � LVL 5Yzx16 �G ) -- — — -- — --- — — — — NOTE.. I. LANDING SHEATHING SHALL BE PER NOTE I ON 52.3. SOUTH STAIR LANDIN66 NT5 Lq ' In, 728 134th Street SW Suite 200 Everett. Washinggton 98204- Ph: 425 741-3800 www.reidmiddleton.com mCapyright 2019 Reid Middleton, Inc. _rm environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington98112 Phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 WN W O 37358 b y N O sSrONAL 041olA4 Partial Plan Data 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019. Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (D.C.): PNC Protect No. 15015A RIESUIB APR 08 2019 S2■5 on E UP TO 2'-0" TO 4'-0" Lbe Lbc INTERSECTING 8AR 4» CORNER BAR W/ STD HOOK SLAB PER PLAN V. #5 012" TdB C'3 TYP WALL STL W/ 160° HOOKS VV 180° HOOKS Is Ie UP TO 2'-0" TO 4'-0" •�� •�V I I PER 20/53.1 PER 20/53.1 U END BAR NOTES: I. CONTRACTOR TO PROVIDE CONSTRUCTION JOINTS AS REQUIRED TO PLACE SLABS. 2. LOCATE JOINTS AT MID -SPAN OF SLABS. #3 ®8" TYP WALL STL Wl 180° HOOKS I60° HOOK ONLY READ AT EN05 OF SINGLE CURTAIN WALLS, OR TYPICAL CONCRETE WHERE SPECIFICALLY DETAILED WALL PLAN DETAILS 5LAB CONSTRUCTION JOINT DETAIL r rVl NT5 NTS db = BAR DIA 6 db MIN FOR #5 AND SMALLER 1'-0" MIN D = FINISHED INSIDE BEND VIA 12 db MIN FOR #b, #T d #8 - D = 6 db FOR #3 THRU #8 D = 8 db FOR #9, #10 a #11 r, U b D = 10 db FOR #14 d #16 ,h BEND DIAMETER SCHEDULE ALT CO a 1UTI ENDS ON CONSECUTIVE GR055TIE5 BARS LARGER THAN #II SHALL BE WELDED r+ OR MECHANICAL SPLICED CR055TIE5 ov��w b" TO 8" SEE GLEAN SURFACE PRIOR ARCH, G d EEG TO GONG POUR C TO I'-6" SEE 3" MIN G , G d EC 1'-0" MAX GONG PAD f'c = 3p00 P51 a)} GONT 9" MAX SEE, ARCH, 1'-0" MAX SEE #4 ®16" DRILL d (2) #4 GONT MEGH, AND ELEG #4 ®12 EW o 3 m (2) #5 TdB E5 OF OPN6 SPLICE WALL BARS SHALL BE GR055TIE �� HOOK AT ADJ BARS TIED T06ETHER b,� 4 db� ARCH, MECH a 6ROUT W/ NON -SHRINK ELEC, TYP GROUT INTO SLAB F #4x r a 18" AROUND PERIMETER OF PAD, DRILL AND 6ROUT W/ NON -SHRINK GROUT INTO SLAB f Q HOOK INTERRUPTED REINF, TYP \ \ / \ / HOOKS AND BENDS BEAM STIRRUPS \ / — SPLICES FOR SUCCESSIVE TIES TO BE PLACED AT ALT CORNERS ib db EX�N9tON COLUMN TIES EQUIPMENT CURB5 EQUIPMENT PAD N —_ #4 x 4'-0" TaB, DIA6 EA CORNER SLAB OPENING REINFORCING REINFORGIN& BAR BEND AND LAP DETAILS NTS CURB AND PAD ON SLAB DETAILS n NT5 �J TYPICAL NT5 O 1.514 BOT REINF MIN MATCH FT6S MINIMUM 5TRAI&HT DEVELOPMENT LENGTH (Lb) T �1 f'c = 4,000 to 5,000 PSI BAR SIZE TOP BARS OTHER BARS x 4 SPAN 51 6RADE ADJ SPAN 52 # 3 11, l l ll l l ll l l 24 (2) #4 x] 24 BM # 4 25" W, # 5 31" 24" L LARGER OF Ld 5j OR 5 3 3 LARGER OF 'Ld � OR 5 3 3 # b 5.11.29" # 8 54" 48' = • pIf —11= —111-111—III -11' ELEVATOR PIT ¢ "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12° DEPTH OF CONCRETE CAST BELOW THEM. SLAB 0 SEESTFU RT COVER B/ FTC III=ITI-1 I1 • Le TYP ISH MIN PER 11/55.1 (2) #4 x o 2 #5 ® 12" TOP #4 ��® 8" BAR GONT EN ALT HOOK5, TYP Z ADD TOP EARS n' PER PLAN IF CLEAR CONCRETE COVER 15 LESS THAN Ix THE DIAMETER OF THE BAR OR THE CENTER - TO - CENTER 5PAGIN6 15 LE55 THAN (5) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. 11-- MINIMUM LAP SPLICE LENGTHS (Lb ).T (CLASS B ) I f'e = 4p00 to Sp00 P51 D (2) #4 x U EN BAR SIZE TOP BARS OTHER BARS • MIN • . • • • • • • • • • # 3 STEEP AS P0551BLE # 4 33" 25" TYPICAL STEPPED FOOTING DETAIL 11 NT5 SUMP PIT REINFORGINC7 DETAIL NTS #5 ® 12" BOT F BAR GONT EW • • n 6R BM MAY BE POURED IN TWO I I I GRADE BM PER PLAN I I POURS AT CONTRACTORS OPTION I I SEE 20/532 FOR ADDL INFO C_i._J # 5 40" 31" # b 4a' 511, #'t TI" 54' # 6 81" 62" + "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. r SLAB d REINF #5 xJ s to" VERT, EA FACE PER PLAN CENTERED EMBED INTO PIT SLAB I'-4" 24 (2) #4 x 24F-® 10" #4 ®8", TP IF CLEAR CONCRETE COVER IS LE55 THAN Ix THE DIAMETER OF THE BAR OR THE CENTER -TO -CENTER SPACING 15 LESS THAN (5) BAR SLAB REINFORCING DETAIL PILE PER PLAN DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. —"'=1I -1 = • • fq ELEVATOR PIT < VERIFY SIZE d DEPTH W/ ARCH 4 DRAWIN65 #5 a 12" s HORIZ EA FACE NOTES; • PROVIDE MISCELLANIES METALS A5 REQUIRED BY ELEVATOR MANUFACTURER. 2. SEE'1/53.1 FOR SUMP PIT REINFORGIN6. 3. SEE 5/55.1 FOR REQUIRED CORNERS BARS. 4. SEE ARCHITECTURAL FOR REQUIRED WATER PROOFIN6. NOTE5; I. AT CANTILEVER EXTEND ALL BARS TO END OF CANTILEVER AND TERMINATE TOP BARS WITH STANDARD HOOK. 2. LOCATE ALL GON5TRUC.TION JOINTS AT MID -SPAN WHERE REQUIRED. SUBMIT LOCATIONS OF ALL CONSTRUCTION JOINTS TO ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO FORMING SEE 4/53.1 AND 5/55.1 �� MINIMUM EMBEDMENT LENGTHS (L FOR STANDARD END HOOKS A. FOR GENERAL USES: BAR SIZE f'c = 4p00 to 5p00 P51 # 3 6" # 4 T" # 5 T. # 6 10" #'i 12" # 8 4" • K ttl U Q I. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2 1/2". • 2. END COVER FOR 90 DE6REE HOOKS MUST BE EQUAL TO OR 11311=III=11 I=1' GRADE BM III �I I1=�— PER PLAN #s TAR ®12" ELEVATOR PIT SECTION NT5 17 TYPICAL SLAB DETAILS 19 NTS �J GREATER THAN 2". 3. HORIZONTAL BARS IN WALLS ARE CONSIDERED "OTHER BARS". SPLICE LENGTH TABLES n 0 NTS G 728 134th Street SW Suite 200 Everett, Washinggton 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. on, environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 v �ox�y�O a � O 37358 F L ENO 1ST' �sSIONAL EnG 04101A4 Typical Concrete Details Date 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KR13 Checked by (Q-C): �P PNC Project No. a 15015A RE S3.1 AP 8 2019 '� UP TO 2-0� jmLL STL W/ 180° HOOKS W/ 150" HOOKS UI TO I 2,_0� #3 ®5" TYP WALL STL W/ I50" HOOKS READ AT ENDS OF 51N6LE CURTAIN WALLS, OR WHERE SPECIFICALLY DETAILED INTERSECTING BAR W/ STD HOOK db = BAR DIA b db MIN FOR #5 AND SMALLER P-O" MIN D = FINISHED INSIDE BEND DIA 12 db MIN FOR #b, #T 4 #b D = b db FOR #3 THRU #b D = b db FOR #q, #10 4 #11 -7 to60 0=10 db FOR #144#I5 BEND DIAMETER 5GHEDULE ALT qo" 4 135" ENDS ON CONSECUTIVE BARS LARGER THAN #II SHALL BE WELDED Iy GROSSTIE5055TIE5 OR MECHANICAL SPLICED GROSSTIES 0 0 0 0 SPLICE WALL BARS SHALL BE 3� ' GRO55TIE U TIED TOGETHER HOOK AT ADJ BARS y 4 db21/2" MIN z6z'm HOOK5 AND BEND5 BEAM 5TIRRUPS SPLICES FOR SUCCESSIVE TIES TO BE PLACED AT ALT CORNERSsIoN COLUMN TIES REINFORCING BAR BEND AND LAP DETAIL5 7 NTS IS" MIN MAI H ribJ BOT REINF =III— ELEVAT I SLAB P! ,ps1NOTES —/ COVER • -0 B/ FTC, __— 1 T L. TYP yl 1.514 MIN D MIN STEEP A5 POSSIBLE TYPICAL STEPPED FOOTING DETAIL SLAB 4 REINF PER PLAN—\ #5 ® 12" HORIZ EA FACE NTS 11 #5 xJ a 10" VERT, EA FACE CENTERED EMBED INTO PIT e (2) #4 x I_J U ,. SUMP PIT REINFORCING DETAIL NT5 I_41' 24 7 ELEVATOR PIT VERIFY SIZE 4 • 1-1 I' NOTES • DEPTH W/ ARCH I. PROVIDE MISCELLANIES METALS A5 REQUIRED BY • PRAWINC75 ELEVATOR MANUFACTURER. • 2. SEE T/S3.1 FOR SUMP PIT REINFORCING. 3. SEE 3/53.1 FOR REQUIRED CORNERS BARS. 4. SEE ARCHITECTURAL FOR REQUIRED WATER PROOFING. I T$5 a 12" ELEVATOR PIT SECTION • 17NTS TYPICAL CONCRETE WALL PLAN DETAILS NT5 NOTES: I. STAIR PER CIVIL NOT SHOWN. 2. PROVIDE DRAINAGE BEHIND WALL. #4 a 12" EW a 12" EW RETAINING WALL NTS GLEAN SURFACE PRIOR ARCH, MECH 4 ELEO1 I TO I'-b" SEE 31, TO GONG POUR q" M N E EG I'-0" MAX OONG PAD Vc. = 5,000 P51 (1) #4 GONT q" MAX SEE, ARCH, #4 a 12" EN P-O" MAX SEE 1 #4 a IS" DRILL 4 (2) #4 CONT MECH, AND ELEG ARCH, MEGH $ GROUT W/ NON-SHRWl� ELEG, TYP GROUT INTO SLAB 6.1 #4x r a IS" AROUND PERIMETER OF PAD, DRILL AND GROUT W/ NON -SHRINK GROUT INTO SLAB EQUIPMENT GURB5 EQUIPMENT PAD CURB AND PAD ON SLAB DETAIL5 9 NTS �f 51-AN 51 6RAI BM LARGER OF Ld 51 OR 52 3 3 #5 a 12" TOP #4 C-j a b" BAR GONT EN I ALT HOOKS, r J #5 12" BET � BARR GONT EW rx OR SM MAY BE POURED IN TWO POURS AT CONTRACTOR'S OPTION SLAB REINFORCING DETAIL ADJ SPAN LARGER OF 'Ld 5LOR 5-2 5 3 ADD TOP BARS PER PLAN IUU GRADE BM PER PLAN SEE 20/55.2 FOR AWL INFO a 5", TYP E PER PLAN NOTES: I. AT CANTILEVER EXTEND ALL BARS TO END OF CANTILEVER AND TERMINATE TOP BARS WITH STANDARD HOOK. 2. LOCATE ALL CONSTRUCTION JOINTS AT MID -SPAN WHERE REQUIRED. SUBMIT LOCATIONS OF ALL CONSTRUCTION JOINTS TO EN6INEER FOR REVIEW AND ACCEPTANCE PRIOR TO FORMING SEE 4/55.1 AND 5/S3.1 TYPICAL SLAB DETAIL5 19 NT5 NOTES: I. CONTRACTOR TO PROVIDE CONSTRUCTION JOINTS AS REQUIRED TO PLACE SLABS. 2. LOCATE JOINTS AT MID -SPAN OF SLABS. SLAB CON5TRUCTION JOINT DETAIL NTS t5 T4B E5 �PNG K RRUPTED IF. TYP x 4'-0" B, D11 EA 1RNER TYPICAL SLAB OPENINS REINFORCINS 10 NTS MINIMUM STRAIGHT DEVELOPMENT LENGTH (Lb) + P'c = 4,000 to 5,000 FBI BAR SIZE TOP BARS OTHER BARS # 3 # 4 25" 1W # 5 511, 24" # b 3T" 2,111 # T 54" 42" # b 62" 46" + "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LESS THAN Ix THE DIAMETER OF THE BAR OR THE CENTER - TO - CENTER SPACING 15 LESS THAN (5) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. MINIMUM LAP SPLICE LENGTHS ( Lb ) + ( GLASS B ) �J P'c = 4,000 to 5p00 PSI BAR SIZE TOP BARS OTHER BARS # 3 25" Iq" # 4 33" 25" # 5 40" 51" # b 45" 51" # T 11" 54" # b W, 62" + "TOP BAR5" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LESS THAN Ix THE DIAMETER OF THE BAR OR THE CENTER -TO -CENTER SPADING 15 LE55 THAN (5) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. MINIMUM EMBEDMENT LENGTHS (Ldw) FOR STANDARD END HOOKS A. FOR 6ENERAL USES: BAR SIZE Inc = 4p00 to 5,000 PS1 # 3 b" # 4 7" #5 q # b 10" # T 12" # 5 14" I. 51DE COVER MU5T BE EQUAL TO OR GREATER THAN 2 1/2". 2. END COVER FOR qO DEGREE HOOKS MUST BE EQUAL TO OR GREATER THAN 2". 3. HORIZONTAL BARS IN WALL5 ARE CONSIDERED "OTHER BARS". SPLICE LENGTH TABLES n 0 NTS G REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION PLANS EXAMINER e §1 DATE 7, 12, to 40,0 E1 1 1 I 728 13411d Street SW Suite 200 Everett. Washinnggton 98204 Ph: 425 741-J800 www.reidmiddletoacom ®Copyright 2019 Reid Middleton, Inc. environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 tax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 Typical Concrete Details nor 12.27.2018 Building Permit Submittal Revisions A 04.02.2019 Permit Revisions �01.31.2020 Permit Update Update Drawn by: RVG/EPP Checked by IRK): KRB Checked by (Q-C.): PNC Project No. 15015A nll . �! 0VK1 S 3 1 FEB o 5 ,� 6U,TINGDEPARTY'�t:T :: #4 a 12' ALT HOOK 6LULAM PER ARCH, SEE 14/56.2 4 NOTE I4.F,— OF6RADE 8M PER 14/53.1 GONG PLINTH TO 1 EXTEND 2" BEYOND E5 GLULAK OR H55 BASE PL (3) SIDES #4 ®12" I #5 TYP I l I I I #5, TYP #4�®4° SEE DETAILS ON 53.2 FOR #4 0 b" 6R BM REINF NOT SHOWN PER ARCH b" MAX I. SEE DETAILS 4/A'I.I AND 4/Ab.5 FOR ADDITIONAL INFORMATION NOT SHOWN INGLUDIN6 6LULAM AND 6LULAM CONNECTIONS. NOTE: 2. SEE ARCHITECTURAL FOR LOCATION OF 6LULAM COLUMNS. 3. AT 51MILAR CONDITION H5S COLUMN 15 PRESENT. I. POUR GRADE BEAM EXTENSION AS GONTINOU5 POUR WITH GRADE BEAM. 4. POUR 6RADE BEAM EXTENSION AS CONTINOUS POUR WITH 6RADE BEAM. GRADE BEAM EXTENSION 1 INTS 5EGTION AT EXTERIOR CONDITIONS EXTERIOR INSULATION PER ARCH 6R BM PER PLAN ELEV AS REOD • • • PER ARCH 4- 1 - #4 a 12" EN T45 I I — i�—\ I 1 I 1—� I NOTES: #4 TIES PER SECTION 1 I. FOR ADDITIONAL INFORMATION NOT SHOWN SEE 14/53.1. h12• 2. INFILL ABOVE DROPPED SLAB AND ARCHITECTURAL EXTERIOR SLAB NOT 5HOWN. L PILE DROPPED EXTERIOR SLAB NTS 7 OPNG W/ MAX DIA NOT GREATER THAN b", UNO (2) ADDL #4 x BOT OF 5TRUGT 506 STIRRUPS GTRD ON OPNG (40 GLR) rcm d U (2) #4 x 46°, (I) EA FACE T45 CTRD ON OPN6 Lu fO iAM BOT BARS NOTES: GR BEAM PER PLAN (NOT ALL I. HATCHED AREA DENOTES ALLOWABLE LOGATION5 FOR PENETRATIONS THRU GRADE BEAMS. REINF 15 SHOWN FOR CLARITY) 2. OPENIN65 SHALL NOT BE LOCATED WITHIN RE610N5 WHERE STIRRUP SPACING PER 20/55.2 15 LESS THAN b" 06. 3. OFENIN65 SHALL BE SPACED A MINIMUM OF (5) TIMES THE DIAMETER OF THE LARGER OPENING ON CENTER 4. OPENN65 SHALL NOT BE GORE DRILLED UNLE55 BEAMS ARE SCANNED IN ADVANCE TO AVOID GUTTING ANY REINFORGIN6 STEEL. FOUNDATION AT EXTERIOR PLINTH n 3/4„=I,_O" t #5 x 2'-O" ®32" MAX #5 x 3'-0" r- a 16', EMBED 4 EPDXY 4" INTO LAP TO EA VERT ° HS5 RAIL SUPPORT PER PLAN (E)6ROUTED CELLS�� 3/Ib BASE PL%x5x0'-II" W/ (2) %" VIA EXP BOLTS %'- NON -SHRINK GROUi� i „ b" Or,(EMBED 4") #5 a 12" HORIZ 8" I. I• VERT GENTERD IN WALL) ELEVATOR RAIL BASE �+ 3/4"=I,-O" v PILE SLAB AND REINF r PER PLAN #4 x TIES a b" Or, v _ _ SEE PLAN VIEWS FOR III I—_ CONFIGURATION 6R BM INSULATION PLAN GAP WITH INSULATION v F BACKER MATERIAL 9NF m d (CLOSED CELL ERIOR PLUMBING v FLEXIBLE FOAM WN 9 3" GLR PER MEGH — RUBBER OR PLASTIC) O (V (2 2 OG SEE PLANS — — — — VIEWSFOR ---- --- CONFIGURATION SEALANT (b) #b DOWELS STEEL SLEEVE GONG GRADE BM PILE PER 18/s3 EXTERIOR FOUNDATION 5ES_TION AT INTERIOR CONDITIONS 6R BEAM TIES AND REINF, SEE 20/532, TYP #4 EA CORNER TW STD 1 HOOK AT TOP, TYP 5"A-R Li--� �— TYP / \ / PILE PILE ` ) SETS OF SETS OF #4 TIES #4 TIES PER PER SECTION SECTION L PILE PLAN GONDITION5 L PILE FOUNDATION 3/4"=I'-O" V �L COL PER PLAN \� 506 PER CIVIL (E) CMU PORTION TO REMAIN, #5 ® 12" HORIZ FIELD VERIFY ALIGNMENTS #5 VERT a Ib" 00, DRILL t a 4 EPDXY b".MIN WITH (E) FDN WALL HILTI HIT-HY 200 5, 6" GONG lb" VIA AU&ERCAST PILE (A")!06 BARS READ CONTRACTOR TO VERIFY EXISTING =KALLARE LOCATION WITH ARCHITECTURAL.WHERE EXISTIN6 GMU WALL AND FOSECTION PRESENT SEE 14/56.6. PROPERTY LINE 1 TYPICAL PILE i Q -O" I Z 3/4"=i1 �J STL GOL EMBED PL5/ax5xl'-O" W/. I PER PLAN (4) 5/6" x 24" DBA o 4"AW OG I (OFFSET EMBED PL WHERE COL ; 1 15 LOCATED AT END OF WALL) II I II I li 11 u SEE NOTE 2 NOTES: _ J I. FOR ADDITIONAL INFORMATION NOT SHOWN SEE 20/532. 2. EXTEND 6RADE BEAM PER 1/55.2 AT BANQUET ROOM. SEE /AT.1. EXTERIOR FOUNDATION O 3/4"=1'-O" TO COL STUD WALL PER PLAN 1/4PL I GONT PL SEE 11/55.1 2x FT PLATE Ox PT PLATE A5 COORD W/ ARCH y �� TYp REOD PER 20/56.3) 1'-4" x I'-4" GONG PLINTH W/ SLAB AND REINF PER (4) #5 VERT 4 44 CLOSED PLAN (TYPICAL TIES a 4" Or,(ADOL TIE a 2" Or,AT TOP) REINF NOT SHOWN FOR CLARITY) — S I 1 NOTES: SEE NOTE 2 J I. FOR ADDITIONAL INFORMATION NOT SHOWN SEE 20/93.2. 2. EXTEND GRADE BEAM PER 1/532 AT BANQUET ROOM. SEE I/A'11 ,—CL STUD WALL, GRADE BEAM 4 PILE ,,—SHTHG PER 20/5b.3 AB PER 65N (AS AND PL WASHERS PER 20/563 AT SHEAR WALLS) /--(2) #5 GONT FOUNDATION AT EXTERIOR PLINTH A INTERIOR BEARING WALL 15 2x PT PLATE (3x PT PLATE STUD WALL PER PLAN A5 REOD PER 20/563) S♦ THS PER 20/56.5 EXTEND TOP REINF TO AB PER G5N SLAB EDGE AND (AB 4 PLSHER5 EXTERIOR SLAB PER CIVIL TERMINATE W/ STD HOOK ��FER10/iZ AT SHEAR WALL5) SLAB 4 REINF PER PLAN (TYPICAL REINF NOT 2 #4 SHOWN FOR CLARITY) CURB �OCCURSWATE b" II „ III I rl 1 PR CIVIL 1 ii�(IJ 2 �} f SOT (2) #4 x' • 12" r 01 W GLRNOTE: ;INTOOZ6RADE I. FOR ADDITIONAL INFORMATION NOT SHOWN SEE 20/55.2. "(4) #b CONT BOT, 2'-4° (4) ab GONT TOP EXTERIOR FOUNDATION 19 3/4"=I'-O" EXTERIOR FOUNDATION DETAIL ^ O G 3/4::=I:_O:: �. t • l 728 134th Street SW Suite 200 Everett Washingtan 98204 Phi 425 141-J800 www,reldmiddleton.com eCopyoghl 2019 Reid Middleton, Inc. —ru environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 RSAN O C�yOF WA \O� a ,y 4. �]368 tic dAs- Rtt �oG S�DNAL 04101M Typical Foundation Details 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (O.C.): PNC Project No. 15015A REsulB S3.2 APR 0 8 2019 N PL TO TYP 1/4 I I UVA BACKING 5A6 H55 BM I I A5 REQD 5/6 H55 BM I GAP PIJs PER PLAN --__-----_— %'DIA ROD, NO2 GLEVIS,TURNBUCKLE 5EE 8/fik LOG PER ARCH I FOR ELKS BAc1uNG SECTION IA AS READ 3/b 3/g' PL, TYP PIPE PER PLAN SECTION IA 5A6 PER BMI PLAN GAP PL PER I i - V4f FL6�1/4 SECTION IA 51M I — WT PER PLAN, TO POSTAT T/POST LO I I TAPER PER ARCH NOTES, - WT PER4 I 5/16 PLAN I I I. WOOD FRAMING BETWEEN STEEL BEAMS PER ARCHITECTURAL NOT SHOWN. H55 GOL PER PLAN 2. COORDINATE CANOPY DETAILING WITH ARGHITEGTURAL TYPICAL H55 TO H55 CONNECTION , 25/4"=1'-O" 1 5/4"=1'-O" 2' 2" TYP -OL i -01 o _ (4) yz' DIA THRU-BOLTS, CONN TO MIN (6) BUILT-UP PLg/a, SEE V55.1 LVL 13/xW2 FOR ADDL INFO POST W/ (4) SIMPSON A55 CONNECTORS T$B, SEE NOTE I AT SIM NOTE: I. (4) 31'2xW4 STUDS AT 51MILAR LOCATION. , i V4 I/ ' H55 PER PLAN I i . I I I PL%6,TYP I I DIA ROD, NO 2 1 I CLEVI5,TURNBUCKLE LOG PER ARCH r i —Ca PER PLAN CONN PER 15/55.1 AT 571-\—CONN PER NOTES: POST LOG 4 12/55.1 AT 18/55.1, SIM WOOD BM LOG I. WOOD FRAMING BETWEEN STEEL BEAMS PER ARCHITECTURAL NOT SHOWN. 2. COORDINATE CANOPY DETAILING WITH ARCHITECTURAL CoANUrT MAN=K A 1 :2 1 VW VurrVM r �+ CANOPY DETAIL SEE PLAN FOR BM 4 CONN GAP PL5/4xl2x1'-O" W8 GOL PER PLAN II TYP V2 "' IIIIII IIIII F GRIND CORNERS Y2" RADlu5) PL PER 5/56.1 PER 14/53.2 51M 1 TYPICAL (5EE NOTE 1) PO COLUMN DETAIL 11 WOOD BM PER PLAN (4) %" DIA THRU-BOLT5 m lVz' 31'2" 30*F1 °4°®0 1. AT WALL CORNERS C NOTES: I. 5EE TYPICAL BASE PLATE DETAIL FOR ALL ANCHOR BOLT INFORMATION, WELD° AND GROUT PAD THICKNESS. PROVIDE ADDITION REINFORGIN6 UNDER BASE PLATE PER SEGTIONIN DETAIL 5/55.I. 2. OFFSET H55 AT ELEVATOR 6UIDERAIL SUPPORTS TO THE INSIDE FACE OF SHAF BENT PLATE, E5 SEE TYPICAL STEEL BEAM SUPPORT DETAIL FOR INFO NOT PROVIDED CHANNEL TO LVL 12 3/4"=1'- . AF v a®� L/2 AT WALL EN05 AND OPENINC75 COLUMN SIZE L W THICKNE55 REMARKS H55ra1'2t5y2 20" 1'4' %a" H554x4 Ie" 51'4" Val, - H554x6 20" SH'a' %' HS67x5 21" 5V4" 5/a" (2) 1`5556411 I'VT 5y4' 5/e" - H553x3 H558x4 22" SI"' I° 111 COLUMN 5A5E PLATES IN WALLS 1 5/4"=I'-Oe 1455 COL PER PLAN — T PER 5GHEO DEL HEX NUT AT EMBEDDED END, TYP W/EXTRA THICK WASHER, TYP COL (4) Ye" DIA SR55 AB W/ Mr, EMBED, TYP I I" NON -SHRINK GROUT �we- ROD SLEEVE TO 111111 PREVENT BOND TO GONG 14 6" SECTION HS5 BOLTED CONNECTION SCHEDULE BEAM SIZE NUMBER/ SIZE OF BOLTS REQUIRED SHEAR PLATE THICKNESS WELD 51ZE W G8 (2)'1/8" DIA 3/8" 1/4" PLAN COL I I I I I I (8/4 I I. I 2x BOLT DIA I I I I I TYP M, SEE PLAN I I I I I II I II+ I II+ I I w SEE I W Saw SEE SCHED FOR SHEAR PL 4 BOLTS I" GAP TYP CHANNEL TO H55 COLUMN CONNECTION DETAIL 18 NT5 L k o o I/4 Li��&' VIA HOLES, TYP TYP PLAN NOTES: I. SEE I'll FOR BASE PLATES OCCURRING IN WALL5. (4) x 56" #4 BARS 2. SUPPLEMENTAL REINFORCEMENT IN ADDITION TO TYPICAL SLAB/GRADE BEAM REINFORCEMENT. (5) #3 TIES o 611 3. SUPPLEMENT REINFORCEMENT REQUIRED ONLY WHERE "HD" NOTED ON PLAN AT H55 BRACE. PROVIDE GAP PL% AT LOG WHERE COL EN05 H55 COL PER PLAN TYPICAL HSS COLUMN GAP DETAIL n NT5 L=LENGTH OF BM L/4 L/2 1-/4 NO OPNG OPNG NO OPNG T, AREA AVAILABLE FOR OPN6 RANGE OF WEB OPENIN66 ALONG LENGTH OF BEAM d = DIAMETER OF CIRCULAR OPENINGS 0/5 h = HEIGHT OF RECTANGULAR OPENINGS 0/4 W = WIDTH OF RECTANGULAR OPENING<_ 0/4 51 = MINIMUM DISTANCE TO CENTERLINE OF TRANSVERSE MEMBER = 0/2 OR 12", WHIGHEVER 15 LARGER 52 OR 53 = MINIMUM DISTANCE BETWEEN OPENINGS BASED ON LARGER OPENING = 3xd OR 3xh OR 3xW, WHICHEVER 15 LARGER OPENIN65 SIZE AND SPACING NOTES: I. THIS DETAIL MAY BE U5ED FOR SHOP OR FIELD GUT OPENINGS WITHOUT CONSULTING THE STRUCTURAL ENGINEER. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE STRUCTURAL ENGINEER. 2. ALL FIELD GUT OPENINGS MUST BE GUT WITH A5 SMOOTH OF EDGES AS POSSIBLE AND THEN GROUND TO ELIMINATE NOTCHES AND IRREGULARITIES. TYPICAL UNREINFORCED BEAM PENETRATIONS 19 NT5 0 0 0 0 y2" 3 3 0 0 0 2" 2" TYP �c TYP PLAN PLAN BASE PLATE SCHEDULE COLUMN SIZE PLATE SIZE LxW PLATE THICK T H5S36C3 9"x9" y2" W8x35 12"xl2" 1" TYPICAL BASE PLATE NOT IN WALL 5 5TANDARD BOLTED CONNECTION 5CHEDULE BEAM SIZE NUMBER/ SIZE OF BOLTS REQUIRED WT WEB THICKNE55 WELD SIZE W Nib (4) Ye" DIA W6' - y4" Nib (4) Ya" DIA y' WI4 (5) Yb" 121A All A NT, TYP — WT OR CONN PL IF REGO TO SUPP BM - PLAN IN OTHER DIRECTION COL GONT OR SEE 9/55.1 WHERE COL ENDS — HT OR CONN PL IF READ TO SUPP BM IN OTHER DIRECTION L GOL 1 I I 1 I 15/4' TYP I I 2x BOLT DIA I TYP I I I I I I I � I I I I 1 1" GAP I TYP I' BM, SEE PLAN TYP WT TYP SEE 50HED BEAM TO H55 COLUMN CONNECTION DETAIL n O NT5 G 728 134th Street SW Suile 200 Everett. Wilton 98204 Ph: 425 741-3800 www,reidmiddleton.com ®Copyright 2019 Reid Middleton, Inc. itu environmental WORKS Community Design Center 40215th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 ti PoF WA O a O 77868 sS�ONAL E� 04101A I Typical Steel Details Data 12.27.2018 Building Permit Submittal Revisions , 04.02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (Q.C.): Pill Protect No: 15015A REsuB S5.1 APR 0 8 2019 o� 5TANDARD BOLTED BEAM CONN SCHEDULE "A" BEAM SIZE NUMBER 4 512E OF BOLTS REQUIRED CONN PLATE THICKNESS WELD 51ZE W WI4 0) 7/5" DIA 1/4" 1/4" 146 (4) i/6' DIA SAW 1/4" WIS (4)1V8" DIA 5/16" 1/4" IF4" TYP 2x BOLT DIA, TYP CONN PL SEE SGHED "A" SEE 50HED "A" FOR e� FOR THICK TYP SIZE 4 tt OF BOLTS TYP— -I SEE 5C4ED "A" W I" GAP TYP COPE FL6 WHERE READ STANDARD BEAM TO BEAM CONNECTION5 . H55 BOLTED CONNECTION 50HEDULE "J" BEAM NUMBER/ SIZE OF SHEAR PLATE VELD 51ZE 51ZE BOLTS REQUIRED THICKNESS W (2)1/6" DIA WIO ® 4" 6A 1/4" 1/4" BM CONN WHERE ii OCCURS, SEE PLAN PLAN L COL IV4' COL GONT OR I- 1 SEE 4/55.1 WHERE 2x BOLT DIA COL ENDS I I TYP BM, SEE PLAN J I I ° I I I II+ O I+ m I II+ I I + I I I I I I I H55 COL PER PLAN I I I I I � , EMBED PL5/4X 1x0'-9" T/ GONG I. 1 . W/ (4) %a DIA x O'-8" I WH5 0 WEDGE PST TT NOTE: I. SEE 5/55.1 FOR ADDITIONAL INFORMATION. EXP05ED COLUMN BASE SIMPSON HTi5KT IOd • b" ALONG I II LENST14 OF LVL I I LVL PER PLAN HYIO PER PLAN I j %" DIA WH5 g/a'x4" LAO, L4x4xl/4xO'-5" 1/4 /4 ELEVATOR RAIL CONNECTION 1 0 5/4"=1,_0„ SKEWED BEAM CONNECTION 5CHEOULE "E" BEAM SIZE NUMBER 4 SIZE OF BOLTS REQUIRED CONN PLATE THICKNESS WELD FOR O°<P<IO° HELD FOR 10°<#<30° WIO (2)i/6" DIA s 4" 6A. 5/I6" 5rl/8 Stl/16 NOTES:. I. ' INDICATES USE OF HORIZONTAL SNORT SLOTTED HOLES IN THE PLATE AT COLUMN CONNECTIONS ONLY. 2. FILLET VELD SIZE 5 = PLATE THICKNESS. 3. FOR BEVEL VELDS, BEVEL END OF CONNECTION PLATE TO MAINTAIN a AT 45°. 4. DO NOT INCREASE DIMENSION A WITHOUT ENGINEERS APPROVAL. GIRDER WEB OR COL FLO CONN PL SEE SCHED "E" FOR THICK HARDENED WA5HER ON BOLT SIDE, SEE a SSIZE ED "E" FOR FOR BOLTS *t 0� / \ - `-�+ O°<#<30° I w 50H \ I. I w EE "J" \\d 3/I6 S I I I 45° SEE SCHED "-I" FOR - - ° 2xBOLT DIA SHEAR PL 4 BOLTS I" GAP TYP PLAN BEAM TO H55 COLUMN CONN DETAIL 19 %&W BEAM C*#MTlNM n O ° 1 I 1 728 134th Street SW Suite 200 Everett, Washinyton 98204 Ph: 425 741-3800 www.rddmiddleton.com ®Copyright 2019 Reid Middleton, Inc. ;ell environmental WORKS Community Design Center 402 15t1h Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 N cq WASq�ryO R c3 4 Ey 37368 �y CALF L1� S�nNAL 04101A4 Typical Steel Details Date 12.27.2018 Building Permit Submittal Revisions _ 1 04.02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KR13 Checked by (Q.C.): PNC Project No. 15015A RESUB S5.2 APR 0 8 2019 p N GONT TOP PL, SPLICE PER XX/XX 3x W/ NT5 PER 10/56.1 2x PARAPETS CONN PER 15/56.6 5TUD5 ® 12" OG r BENT PI-9/6 x I x I'-0. 2x SILL PL W I6d a 6" OG 3x NAILER W/ (4) 1" DIA THRU-5OLT5 EL PER ARCH SHEATHING AND NAILING, 5DWH196000B SCREW WI8 PER PLAN PER 25W4 a EA PARAPET STUD w PER 20/56.5 SIMPSON DTTIZ W/ V, LA6 BOLT, 3" PENETRATION STEEL WIDE FLANGE o w DIA EDGE NLS, TO 4x4 BELOW COL PER PLAN 5/16 3-12 H4 CLIP a EA 5116 3-12 WT15x#15, HEIGHT TO VARY PARAPET STUD a „ /4 DIA WT5 ®36" OC TO PROVIDE FLUSH DOT TO E5, FULL HEIGHT; MEET MAXIMUM AND MINIMUM L5TA21 ® EA COUNTERSINK I" MAX BM PER PLAN HANGING DIST REQUIREMENTS PARAPET STUD ROOF DEGKIN6 6LULAM INFILL CONN PER PARTITION OF MOVABLE PARTITION SW TOP PL OR PER PLAN PER ARCH MANUFACTURER MANUFACTURER BM PER PLAN SIMP50NAx6 505 NOTE: GONT 4x4 SCREWS ® 16" Or, NOTE: I. BOLT EDGE DISTANCE ON DENT PLATE SHALL BE V2" TYPICAL. I. AT SIMILAR CONDITION ALIGN PARAPET STUDS WITH WALL + STUDS. IN LIEU OF LSTA21 PROVIDE M5TD4 AT EA STUD. STEEL BEAM TO WOOD BEAM n NT5 G PARTITION BI=AM SECTION NTS PARAPET ^ PARAPETS �} WIDE FLANGE COLUMN 5 NT5 WIJ WIJ L 4 RIM BOARD RIM BOARD d L/8 L/6 L/2 L/b L/b S? #1 _ NL6 PER J5T p `� #2 #2 HANGER MFR 3x NLR PV >� #I COUNTERSUNK tVz'4' WT5 ®24". OG A NOTES: END INTERMEDIATE SECTION J. I. MAXIMUM HOLE DIAMETER = SMALLER OFXcD OR Ili'. NOS` 2. HOLE LOCATIONS - ONLY IN SHADED AREAS AND NO CLOSER SUPPORT SUPPORT THAN 4 HOLE DIAMETERS FROM THE TOP OR BOTTOM OF THE I. BEARING WALL SUPPORT SHOWN, SIMILAR AT OTHER SUPPORT CONDITIONS (e g., BEAMS). SIMP50N BEAM AND 6 HOLE DIAMETERS FROM THE END OF THE BEAM. 2. FASTEN EACH WIJ AT EACH BEARING SUPPORT: LBV256/14 3. HOLE SPACING, - MINIMUM CLEAR SPACING BETWEEN HOLES #I. (1) 0.125" DIA x 3" NAIL SHALL BE b HOLE DIAMETERS BASED ON LARGEST HOLE. #2. (1) NAIL EACH 51DE OF WEB: 4. NUMBER OF HOLES - NOT TO EXCEED I HOLE PER 5 FEET. 0.125" DIA x 3" NAIL FOR RED-145, 165, 190 0.125" DIA x 5<'a' NAIL FOR RED-190H #3. (1) NAIL (NOT SHOW FROM WIJ TO BLOCKIN6 AT TOP AND BOTTOM CHORDS TYPICAL PENETRATION IN SLUED LAMINATED BEAM 0.125" DIA x 3" AT RED-145 (NOT AT OPP051TE END OF BLOCKIN6): FA5TENINS OF WOOD I -JOISTS AT 5UPPORTS 1 O NTS NT5 w w m SM PER PLAN OR GONT WALL TOP PLATE5 cV o z T 411, m TYP SNUG FIT m GAP PL 3/8x5xREQ'D kV DIAx3" LA6 5GREW52x4 (PRE -DRILL TO AVOID I/4 5PLITTIN6) 1 TYP END INTERMEDIATE CONCENTRATED NOTES: °� BLOCKING, W/ SIMPSON Z2 CLIPS ®EE TYP ALONG, PANEL I/2" I 1 SUPPORT SUPPORT LOAD EDOE5 5EE PLAN FOR NAILING I (NOTE 2) (NOTE I, 2) (NOTE 3) I. BEARING SUPPORT CONDITIONS SHOWN. SEE 15/56.1 FOR NOTE: I COL PER PLAN LOCATION AT CONCENTRATED LOADS. - I I NOS` 2. INSTALL WEB STIFFENERS ON EACH 51DE OF l^7EB. I 3. INSTALL NAILS AT EQUAL SPACING, BTA66ERED 1". I. TYPICAL AT ALL PANEL EDGES WHERE BLOCKING, IS REQUIRED, LSL BLOCKIN6 NOT 5HOWN FOR CLARITY. 4. Is AT APA RATED SHEATHING STIFFENERS, SEE PLAN FOR LOCATIONS. . BEARIN6 WALL SUPPORT SHOWN. 51MILAR AT OTHER I�" AT 5AKN LUMBER WEB STIFFENERS. SUPPORT CONDITIONS (eq. BEAMS). S. NAILS ARE PERMITTED TO BE DRIVEN FROM ONE 51DE ONLY. 5. ARROW INDICATES CENTER OF LOAD APPLICATION. 4. SEE 14/56.1 FOR FASTENING OF NJEB STIFFENERS. 5. WEB STIFFENER NAILS NOT SHOWN FOR CLARITY. H55 COLUMN TOP PLATE 1 NTS WEB 5TIFFENERB - LOCATIONS 1 NITS NEB STIFFENERS - FASTENINS 1 ^ NT5 4 PANEL EDSE BLOCKINS DETAIL 1 5 NT5 PLAN NOTE: b" 5TRIN6ER EDGE BEYOND 5TRINOER EDGE BEYOND STRINGER EDGE BEYOND Z COORDINATE LAYOUT WITH v FLR 5HTH6 i TREAD PER ARCH, TYP TREAD PER ARCH, TYP PL 3/Bx9x'I'-0" < FAN SUPPLIER PRIOR TO 3/4" FABRICATION. TYP PER PLAN \ SIMP50N CJTb i J PER TREAD PER ARCH, TYP RISER PER ARCH, TYP i RISER PER ARCH, TYP i (4) 3/4" d AB PL 3/8, TYP f AN WHERE (2) 4?G BACK TO LIGABLE a EA FLAT 6LB 5GyREWS e EA FLAT GLB z 5/16 BOT PL R15ER PER ARCH, iYP i BACK TO 6LB PER PLAN 5/Ib BOT FL 6LB PER + FLR BEAM + \ z_ 3.125x15 6LULAM PLAN PER PLAN FLAT 6LB STAIR 5TRINGER PER PLAN 15 6LULAM FLAT OLD 4" a" STAIRSTAIR STRINGER PER PLAN SIMPSON GJTb II/2" in SIDE PL TO 3.125x15 6LULAM + + SIMPSON CJT6 + + STAIR STRINGER FLR BEAM 1 FLR BEAM - 94 BACK d BOLT PL, TYP ; PER PLAN PER PLAN g/yd'-4"xRBOL TYPICAL UP RUN + TYPICAL UP RUN c`v = TYPICAL DOWN RUN NOTES: WHERE RISERS ALIGN WHERE RISERS ARE OFFSET DOLTS d SPG PER BOLTS a SPc PER MANUFACTURER MANUFACTURER r+ 1. SEE ARCHITECTURAL DRAWIN65 FOR STAIR DIMENSIONS NOT SHOWN. PLg/axl'-4"xREQD ELEVATION PLAN LANDING SHALL N.FAN ANSLE TO 6LULAM BEAM 1[�:2.5TAIR TRINGER TO CONCRETLL BE (2) SIMPSON H6UM HANGER AT EACH STRINGER. TYPICAL STAIR �JTRINFJER DETAILS ^ O �ILAB NT5 L 728 134th Street SW Suite 200 Everett. Washing9ton 98204 Ph: 425 741-3800 www.reidmiddleton.com eCopyoght 2019 Reid Middleton, Inc. rn environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206,329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 v PoKAN WAS � ° ry 37358 Y rI�NAL 04101p9 Typical Wood Details Date 12.27.2018 Building Permit Submittal Revisions 004.02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (C.C.): PNC Project No. 15015A REBUS SG, 1 APR 0 8 2019 q GONT TOP PLATE NOTES 5PLI0E PER 4/562 I. HEADER SIZE ABOVE SHALL BE USED UNLESS NOTED OTHER 415E ON PLAN. 2. BUILT-UP HEADER5 TO BE NAILED T06ET14ER WITH (2) RON5 OF I6d a 4" OG 3. KING STUD EXTEND FROM WALL BOTTOM PLATE TO WALL JEE pAE DOUBLE TO PLATE. 4. CRIPPLE STUDS EXTEND FROM WALL BOTTOM PLATE TO OF HEADER AND SHALL PROVE FULLBEARING FOR HEAD PROVIDE (1) CRIPPLE STUD AT EACH 2) 2x PLATES VU (2) A35UNDERSIDE (3)2xPLATES)REOD WHEND OF LOAD -BEARING HEADERS WITH SPANS OF 5'-0" RICK VENEER OOGURS) OR LE55, (2) CRIPPLE STUD AT EACH END OF LOAD BEARING HEADERS WITH SPANS OVER V-O", AND (0 CRIPPLE STUD AT EACH END OF NON LOAD BEARIN6 CLIPS PER 18,/56.2 STUD PER ST HEADERS. TOP 8 BOT OF STUDS S. FASTEN EACH CONTINUOUS STUD TO INNER STUD WITH 12d WHERE OCCURS FACE NAILS AT 16" OG FOR FULL HEGHT OF EACH STUD (NOT 5HOM FOR CLARITY). A55 ES OF OPN6 WHERE PER PLAN (EL VARIES) 2 NHERE OCCURS HALL PER PLAN (2) FULL- HT STUDS WHERE L > 3'-0", OTHERWISE (1) FULL- HT STUD BOT / SILL PLATE PER PET 5/4 _ 1a/4" 2x4 STUDS 2xb STUDS 2xb STUDS (5x4 SIMILAR) (3x6 SIMILAR) (3xb SIMILAR) NOTE.- 1. NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS. ALLOWABLE NOTCHES IN STUDS 12 NTS WOOD PLAN SEE Ni LOAD -BEARING READER 50HMVLE MAX OPENING SIZE HEADER SIZE AT FLOOR HEADER SIZE AT ROOF 8b" 5V4x1IV4 LVL 6x12 LVL 4'-0' bxl0 LVIL bxl0 LVL NON LOAD -BEARING HEADER SCHEDULE MAX OPENING SIZE HEADER SIZE AT ROOF b.-O" 6xb OR (3) 2xb TYPICAL OPENING IN EXTERIOR WALL NT5 2x4 STUDS (3x4 SIMILAR) MIN E5 IVY HOLE O Vs' MIN, ES 2146" MAX HOLE O (9) I6d ®4" Or. STAG E5 OF SPLICE SOLID BLK6 HIM ��T POST ABV Ht'RE OCCURS POST ABV I I I6d 0 12' OG 5TA6 ELSEWHERE CONT TOP PLATE TOP CHORD SPLICE I SPLICE PER 4/562 I 50T CHORD SPLICE 1 TYP WALL 571AD5 BM PER 3/56.2 bb" MIN BETWEEN SPLICES AGE P05T GAP - - - FULL -HT STUD E5 (MAX KLO) I PER 3f62 P05T PER PLAN - NAIL I MULTI -STUD P05T I SPLICE TO OCCUR AT TOGETHER PER 66N5 GL OF VERT STUD, TYP 1 TOP PLATE SPLICE DETAIL 4 TYPICAL HEADER DETAIL NT5 NITS 3/4" 2x4 PLATE 2xb PLATE 1 1/2" 2xb PLATE MIN ES IVz' 2y4, MIN, ES 3„ 2" HOLE HOLE HOLE NO REINFORCING REWIRED 5/6" MIN, ES I" MIN, ES 41Y —MAX 111 MAX HOLE 1`10-1A 'IHOLE HOLE rpsm*Z STRAP r"FNsW STRAP1 rpSMIbZ STRAP STRAP REINFORGIN6 NOTE: I. AT BOTTOM PLATES, FOLLOW 6UIDELINE-5 SHOWN, ALLOWABLE HOLES THRU TOP PLATES O EXCEPT USE 0516 x 2'-0" STRAP.. NTS 2xb STUDS 20 STUDS - (3xb SIMILAR) (Sxb SIMILAR) iI ' MIN, E5 3" 2' MIN ES MAX HOLE HOLE SINGLE STUD (NO REINF READ) 5V" r MIN, E5 41 ' IV" MIN E5 HOLE HOLE DOUBLE STUDS (NO MORE THAN TWO SUGGE551VE STUDS MAY BE BORED) HOLES ALLOWED TWU STUDS 14 NT5 �J/ �ENUD NAIL SOLE Pl. TO EA WALL STUD W/ (2) I6d, UNO NOTES: _ I. ALL 5TUD5 6REATER THAN 12'-0" IN HEIGHT AND SUBJECT TO WIND LOADING SHALL BE ATTACHED TO TOP AND BOTTOM PLATES WITH A35, UNO. 2. SEE 15 AND 20/55.2 FOR ADDITIONAL INFORMATION. WOOD STUD WALL PLATE 8 NTS — AGE POST GAP E5 SHIM BM OR POST AS REOD PER PLAN SOLID OR BUILT-UP POST PER PLAN TYPICAL BEAM TO P05T CONNECTION NT5 19 (2) 2x6 GONT TOP PLATE AT STAG STUD WALL SPLICE PER 4/56.2 SECTION VIEW 5W SGNED ^IALLS "`—�BOT PLATE WIDTH TO PLAN VIEW MATCH TOP PLATE 5TA66ERED STUD WALL NT5 15 BM PER PLAN (BM GONT OVER P05T WHERE 5HOVA1 ON PLAN) AG P05T GAP E5 (SHIM BM AND/OR POST A5 REW) SOLID OR L BUILT-UP P05T PER PLAN TYPICAL BEAM TO POST CONNECTION n n NTS G V � 1 I 728 1341h Street SW Suite 200 Everett. Washinggton 98204 Ph: 425 741-3800 www,reidmiddleton.com @Copyright 2019 Reid Middleton, Inc. oil, environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone:206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction - 220 RAILROAD AVE. EDMONDS, WA 98020 N 0$ C'v��op WAS&4. a 37368 F S L EN 04/01/19 Typical Wood Details Date 12.27.2018 Building Permit Submittal Revisions i 04.02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (Q.C.): PNC Project No. 15015A RESUB S6.2 APR 0 8 2019 N AT 6 %" x 61-13, INSTALL A35 AT SHTH6, CLIP SPG PER 5W SCHED, TYP—� d/3 MAX HOLE 5HTH6 PER SHIRE PER 20/56.5 20/56.3 MERE OCCURS BOTH SIDES V, TYP �STL PLATE WASHER ' II PLATE PER I I PER SW SGHED ANGH BOLT PER 511 SGHED SEE NOTE 1 FOR NL6 - ��3 1'-2" A —I�—�� MAX " ft NOTES: I. ALL SILLS SHALL BE PT W/ AWP6 STAMP OF OF WIDTH EQUAL TO DEPTH OF 5TUD5. 2. SILL BOLTS FOR ALL SHEAR OR BEARING WALLS SHALL BE HEADED %" DIA A30-1 W/ STD NUTS AND PL%X3xO'-3" WASHER. SPACED AT 4'-0" OG MAX. UNLESS OTHERWISE NOTED.' SEE PLANS AND SHEAR WALL SCHEDULE FOR TIGHTER SPACING. FOR PLATE WASHER AT SHEAR WALL SEE SECTION. 5. EACH SILL PIECE Ib" OR LONGER SHALL. HAVE 2 BOLTS MINIMUM. LOCATE BOLTS CLEAR OF STUD5 AND POSTS. 4. A DIMEN51ONS SHALL BE 4" MINIMUM AND 12" MAXIMUM. 5. NO UPSET PIECE ALLOWED ANCHOR BOLTS. IF b. IF SILL PIECE CANNOT FIT MORE THAN I ANCHOR BOLT OR 15 LE55 THAN 18", CONNECT ADJOINING STUDS WITH Ibd NAILS a 4" OG 18" OR 1• RETICHTEN ALL BOLTS PRIOR TO CL051N6 IN. LESS ANCHOR BOLT AND SILL PLATE II III II ILI 2x BLK6 BTHN STUDS 4 I I I I BEHIND 5TRAP5 WHERE I I I I WOOD MEMBERS DO NOT I I I OTHERWISE OCCUR - I II NAIL WALL 5HTHG I I 1 I FOR FULL HT OF 5W I I I I CANT STUDS ES OF I I I I OPN6 PER 5W 5GHED I I I PNL EDGE NL6 = _jr61I II III 2'-0" MIN SINGLE SIDED SHEAR WALLS r0516 STRAPS OVER WALL SHTH6 li I I II II II II IF II II II II II I I I SHTH6 d NL6 PER SW5 I I I I FOR ADJ SW ABOVE 4 II I BELOW OPN6 II I I III - Id NAILS IN j, 2'-0" MIN � ' -0516 STRAPS OVER WALL 544THO ALT NAIL r—� HOLES 5TRAP5 AT WINDOW OPNG5 IN SHEAR WALL5 NT5 SHEAR WALL / NON -SHEAR WALL INTERSECTION STUD WALL PER PLAN—,",5HTH6 PER 5W 5GHED (BOTH SIDES WHERE OCCURS) W PIA WELDED THREADED STUD 0 16" OG SH SCHEDULE FACE-NLG PE4IN4L& SHEAR WALL PER PLAN NON -SHEAR WALL EA SIDE, FULL HE16HT PANEL EDGE NL6 PANEL EDGE NLS PER 5W PER 5W SCHEDULE (5) STUD NAILER 5CHED TO EA STUD TYP DBL STUD NAILER EA WHERE 5HTH6 SIDE OF H55 COL OCCURS BOTH 51DE5 3x STUD STL COL PER PLAN PANEL EDGEDBL PER SW SCHE(MULTI-STUD POST PER PLAN PANEL EDGE NL6 SHTHG SHALL BE GOUT ENDSTUD AT CORNERLCOUNTERSINK I" MAX OR 5TUD5 PER GONT HOLVOWN PER SW SCHEDULE THRU WALL INTERSEGTIO END OF WALL AT END OF WALL MFR WHERE OCGUR5) PLAN AT WALL CORNER PLAN AT END OF WALL AT 89/a' x 6L8, INSTALL A55 BENEATH 5HTHG AND 2x CLIP 5PG PER 5W 5GHED,TYP CENTER WALL UNDER 61-13 IN ALL CASES 6L8 OVER SHEAR WALL 11 1"=1'-O' PROVIDE NOTED GAP SHOWN FOR DETAIL, EDGE/BOUNDARY/SW NL6 INTO PROVIDE TIGHT A55EMBLY SAME DEGKIN6 MEMBER A5 CLIP A55 CLIP INSTALLED IN HIDDEN WALL ASSEMBLY, CLIP 5PG PER SW SGHED GAR DEGKIN6 PARALLEL TO WALL A35 CLIP INSTALLED, HIDDEN IN WALL A55EMBLEY, CLIP 5PG PER 5W 50HED GAR DECK PERPENDICULAR TO WALL GAR DECK TO WALL 1 �+ NT5 V H55 COLUMN TO SHEAR WALL NT5 / PLYWD OR 055 SHTHG PANEL EDGE NL6 LAID UP VERT OR HORIZ A35 GONN OF RIME INTERMEDIATE OR BLK6 TO TOP PL I I - FRAMING NLG .I' I RIM BOARDD I ORBLKG� LI LI I FACE-" TO WOOD BELOW 1�:LTF CONN AT FLUSH CONDITIONS PANEL E06E NL5 CENTER JT OF WTTIN6 PANELS ON AMINE MEMBER CEIVIN6 EDGE NL6 OR (2) 2x STUD R 5C+W TYPICAL SHEAR WALL NAILING CONVENTION T/ G o PLAN AT INTERSECTION PLAN AT CORNER PLAN AT INTERSECTION SHEAR WALL INTERSECTION DETAIL 1 O NTT, SHEAR WALL 5GHEDULE L SHEATHING PANEL EDGE FRAMING AT ADJ PANEL (2) 2x FRAMING BOTTOM PLATE NAILING ALT BOTTOM PLATE GONN TO TOP PLATE FDN SILL ANCHOR BOLTING OF SILL PLATE TO ALLOWABLE SHEAR SEISMIC WALL MARK NAILING EDSM NAILING FRAMIN6 BELOW PLATE CONCRETE CONCRETE (PLF) NOTE #1, #10 NOTES #2, #8 NOTES #4, #5 NOTES #5, #8 NOTES #3, #8, #4 A55 OR LTP4 SW4 %2" (1) SIDE .14b" X 3" a 4" 2X` - (2) ROW5 0.146 X 5V4" 0 4a/i' (1) ROW 0 1'-2" a I'-3" OG 2X _. 5/e' DIA a 30" Or, OR V' DIA a 42" Or, 460 5W2 1%2" (1) SIDE .14b" x 3" a 2" 5X ((20 2X) ( X 510 5W (2) ROW5 0.146 x 3V4" 0 5%` (1) ROW 0 8°/i' 0 4" OG - 5X a"VDIDIA 0 30' OCR -no 25W4 1%2' (2) SIDE 145" x 3' a 4' 3X ((2) 2X) (2) ROW5 0.148 „ y X St'a ®4/p' a „ (2) ROWS 0.146 x S'a' G 4/a (1) ROW 0 1" a 1'-3" OG E5 3X %" VIA • 20" Or, OR 0/4' DIA a 26" OC, 420 25W22" (2) SIDE 45" x 3" ®2" 3X ((2) 2X) (3) ROWS 0.14E x5VV04V4" (3) ROWS 0.148 x Sta" ®41a (2) ROWS ®8Y2" ®4" OG E5 3X s/ag DIA ®12" OG OR /a DIA615"OG 1540 SHEAR WALL NOTES: I. WALL SHEATHING SHALL BE APA RATED ORIENTED STRAND BOARD (055) OR COX PLYWOOD , EXPOSURE I , AND HAVE A PANEL SPAN RATING OF 24/16. WALL PANELS MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. 2. THE SPECIFIED PANEL EDGE NAILIN6 15 REQUIRED AT ALL PANEL ED6E5 AND ENDS. INSTALL 2x SOLID BLOGKIN6 AT ALL UNFRAMED PANEL EDOM AND ENDS WITH MINIMUM 2x SOLID BLOGKIN6, UN0 (SEE NOTES 4 AND 5 FOR 5x REQUIREMENTS). SPACE NAILS MINIMUM 9/a" FROM EPe5M AND ENDS OF WALL PANELS, WALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. NAIL INTERMEDIATE FRAMIN6 MEMBERS WITH PANEL NAILING 0 12" OG. WHERE SHEATHIN6 15 Ne' THICK AND STUD SPACING 15 24" OG, NAIL 5HEATHING TO INTERMEDIATE FRAMING WITH PANEL NAILS a 6" Co. 3. BOTTOM PLATE NAILING SHALL PENETRATE INTO RIMBOARD OR BLOCKING BELOW, WHERE OCCURS. 51N6LE ROWS OF NAILING SHALL BE CENTERED IN THE BLOGKIN6 OR RIMBOARD BELOW. WHERE MULTIPLE ROWS OF NAILING 15 REGURIED, OFFSET ROWS AT LEAST IV2" AND STA66ER NAILS AND MAINTAIN 1/2" MINIMUM FROM ED6E5. WHERE MULTIPLE ROWS OF NAILS ARE SPECIFIED, BLOOKIN6 OR RIM BOARD BELOW SHALL BE %" WIDE MINIMUM. 4. INSTALL 3x WALL STUDS AT ADJOINING VERTICAL PANEL EDGES AND 3x SOLID BLOCKING AT ADJOINING HORIZONTAL ED6E5. STAGGER PANEL EDGE NAILING I/2" AND MAINTAIN SUFFICIENT EDGE DISTANCE TO AVOID 5PLITTIN6 OF WOOD. 5. (2) 2x WALL STUDS AND BLOCKING ARE PERMITTED TO BE SU55TITUTED FOR RESPECTIVE 3x FRAMING AT ADJOINING PANEL EDSM WHERE 5PECIFIED. FASTEN (2) 2x FRAMING T06ETHER WITH 0.146" VIA x 5a' NAILS AT THE SPECIFIED SPAGIN6. WHERE MULTIPLE ROWS OF NAILS ARE SPECIFIED, SPACE ROWS K' APART AND STA66ER. MAINTAIN SUFFICIENT EDGE DISTANCE TO AVOID 5PLITTIN6 OF WOOD. 6. AT SILL PLATES, EMBED ANCHOR RODS A MINIMUM OF 1" INTO CONCRETE, SEE DETAILS. INSTALL STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT EACH ANCHOR ROD. LOCATE PLATE WASHER SUCH THAT EDGE OF PLATE WASHER 15 1/2" MAX AWAY FROM EACH E06E OF SILL PLATE RECEIVING PANEL EDGE NAILING FROM SHEAR WALL SHEATHING, SEE ENLARGED DETAIL TO THE LEFT. HOLE IN PLATE WASHER 15 PERMITTED TO BE DIAGONALLY SLOTTED WITH A MAXIMUM WIDTH 5/16" > BOLT DIAMETER AND MAXIMUM LENGTH OF 1514", PROVIDED STANDARD CUT WASHER INSTALLED BETWEEN PLATE WASHER AND NUT. 1. TOP PLATE CONNECTORS IDENTIFIED AS "A35", AND 111-74" ARE MANUFACTURED BY SIMPSON STRONG -TIE. WHERE CONNECTORS ARE SPECIFIED ON BOTH 51DE5, CONNECTORS SHALL BE STA66ERED TO AVOID INTERFERENCE. SEE 6ENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION AND FOR ADDITIONAL REQUIREMENTS WHEN CONNECTORS ARE IN CONTACT WITH PRESERVATIVE TREATED. e. SHEAR WALL CAPACITIES ARE BASED ON THE USE OF GALVANIZED BOX OR POWER DRIVEN NAILS OF THE DIAMETER AND LENGTH INDICATED. NAILS PENETRATING INTO PRE55URE-TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED NAILS PER GENERAL STRUCTURAL NOTES. 4. SD5 SCREWS ARE MANUFACTURED BY SIMP50N STRONG TIE WHERE MULTIPLE ROWS OF 505 SCREWS ARE SPECIFIED, SPACE ROWS IV2" APART AND STAGGER. MAINTAIN SUFFICIENT E06E DISTANCE_ IO.WHERE WALL SHEATHING, PANELS ARE APPLIED ON EACH SIDE OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 11. SILL PLATE ANCHOR BOLTS SHALL BE "TITEN HD" HEAVY DUTY CONCRETE SCREWS BY SIMPSON STRONG -TIE OR THREADED RODS IN EPDXY GROUTED HOLES. EMBED b" MINIMUM. SEE (56N FOR ADDITIONAL INFORMATION AND ALTERNATE MANUFACTURES FOR DUTY CONCRETE SCREWS AND EPDXY ADHESIVES. SEE NOTE 6 FOR SILL PLATE WASHER REQUIREMENTS. IGAL SHEARWALL DETAIL AND SCHEDULE ^ O t NT5 L 01 1 1 1 728 134th Street A Suite 200 Everett Washinggton 98204 Ph: 425 741-38W www.feidmiddleton.com ®Copyright 2019 Reid Middleton, Inc. C� environmental WORKS Community Design center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 WN A ASAh'O QVRw Mir a 37350 �ssrONAL ECG 04101M Shear Wall Schedule And Details Date 12.27.2018 Building Permit Submittal Revisions L104..2.2019 Permit Revisions Drawn by: RVG)EPP Checked by (P.M.): KRB Checked by (Q.C.): PNC Project No. 15015A REsuB S6.3 APR 0 8 2019 ■■ 'mow ■� FLR EDGE NL6 ! LVL BLK6 A tSN NU FOS INSTALL STRAP MP50N CM5TI2 EDGE NAIL PLYWOOD 2x TRIM STUDS EA A35 W/ (12) N8 - NAILS ®I6" OG 51MPSON GM5TI2 BELOW 5x DECKING Ibd NAILS, E5 - TO POST OR STUDS - W/ Ibd a 12" Or. WITH HOEDOWN RIM BOARD STRAP W/ (24) Ibd OR ELK& PER NAILS ES OF SPLICE POST OR 2x (4) x 36" s«4 EARS DIA NL6 I" MIN OTHER DETAIL L5L RIM BOARD PER 20�/5G 2xb 5R6 PIL PER OTHER AND 4 - (5) #3 TIES ® b" DETAIL HOLDOWN NOTES: -_ ANCHOR ROD - B PER PLAN rHS5 PER 5GHED - I. SEE I1/55.1 FOR BASE _ PLATES OCCURRING - 1/4 STRUT PER PLAN, MAY PICAL 6L8 ON TOP OF WALLS. BE WIJ, 6LB, OR LVL B DETAIL II 2. SUPPLEMENTAL Ve" DIA TR 0 4'-0" 00, UNO STL BM, SEE PLAN � NO cSHONN II II REINFORCEMENT IN DO NOT GUT JET BOT CHORD BLOCK AS READ FOR CLARITY ER PLAN ADDITION TO TYPICAL NOTES: ARCH WALL 5LAB/6RADE BEAM HEAVY 50 REINFORCEMENT. BELOW NOT 5HOWN 5T FER PLAN KA`5HER W/ DEL NUTS,r- 3. SUPPLEMENT {{ 1. ALTERNATE TO THREADED ROD : WELDED THREADED PERP BEARING WALL PER PLAN, MAY BE CLAARITY J a REINFORCEMENT REQUIRED ONLY STUD, SAME DIAMETER. BEAIN& STUDS AT OMITTED FOR � NOTED ON SHEAR / BEARING 51MILAR CONDITIONS in PLAN AT H55 BRACE. WALL AT STEEL DROPPED BEAM - NTS I-.1015T STRUT TO 5W n NTS G 6LB STRUT TO 5W NTS HOLDOWN AT FLOOR CONDITION A DOUBLE HOEDOWN CONDITION 5 NT5 �} NTS 51,517LOOR NLS a 4" O UNO, SEE PLAN 5"x 10 6A STUDS PER HOEDOWN ALT TO LTP4 A35 W/ STRAP, 55KSI PLAN (54) Ibd HDU SERIES HOEDOWN PER OR PLAN (POST WHERE READ) EEO (12) N8 NAILS " 7II r NAILS, TYP I SCHED (HDQ 4 HHDQ SIMILAR) 5y4XI6 LVL SCREWS. PER HOEDOWN MFR J5T HANGER - 144" L5L ELK6 WALL TR W/ DBL HEX NUT -ROD ALIGN W/ FOS 5W PER PLAN DIA FER HOLDOWN MFR 5HTH6 OMITTED 1RT LTP4 W/ (12) N8 NAILS FOR CLARITY LAN WALL BOT PL - BEHIND WALL SHTH6 • I k711'OLT T/ STEM WALL JET PER PLAN ORWALL SHTHB EDGE NL6 * WALL 5HTHGTOP PL NL6 " ED6E KILO ' NOTES: BM PER PLAN EMBED FER NO 5GH�2Y' I. " INDICATES SEE SHEAR WALL SCHEDULE. CONN PER 20l55.1 TYP - 2. ALTERNATE LOCATION FOR LTP4: OVER WALL SHEATHING, INSTALL WITH H55 POST PER PLAN (12) 0.151" DIA x 2V4" NAILS. BLOCK GAP 2" MAX (2) st4 VERT ES . 5. WHERE JOISTS ARE PARALLEL: INSTALL 5i'd L5L RIM BOARD, INSTALL I -JOIST BLOCKING PER 14/56.5. PLAN — NOTE: 4. (5) ROWS BOTTOM PLATE NAILING F APART AT SIMILAR. - I. . REINFORGIN6 SHOWN IS IN ADDITION TO REINFORGIN6 REQUIRED BY OTHER FOUNDATION DETAILS. STEPPED FRAMING SECTION STEEL STRUT TO WOOD WALL KNEE WALL STRUT TO 51, ACROSS H55 HOLDOWN MID -WALL CONDITION ♦ O I - NTS NTS NTS t 5W END P05T PER 20/56.4 HD PER PLAN TR DIA PER 20/5b.4, GTR IN BM WIDTH LVL FER GONN PER 15/563 I ° ° I ALL 5HTH6 EDGE It 6, SEE 5W SCM I I PL21ftO'-8" 11-0" MIN 4" WD P05T PLAN DASH BLOCKS — DISCONTINUOUS HOLDOWN i i NTS GM5TI2 STRAP W (24) 16d NAILS E5 OF SPLICE SW TOP PL i 61-13 FER PLAN SW PER PLAN, SHTH6 4 CONN OMITTED FOR CLARITY—� —5TUD PACK PER PLAN I I I I I I I{ 5 POST 4E AS ABOVE ,5EE PLAN — 2N0 ROW WALL 5HTHG ED6E NL6 WHERE SCHEDULED " —51MFSON SD5Y4''x2Ys" S< HLDN, SEE PL/ TR " TOP PL HLON, SAM A5 ABOVE NOTES: I. " INDICATES SEE HOLD DOWN SCHEDULE WITH SCREWS. 2. WALL 5HEATHIN6 AND JOIST NOT SHOWN FOR CLARITY. SECTION AT COLLECTOR �+ HOLD DOWN WITH 5CREW5 AT FLOOR 7 NTS V NTS, H55 POST PER LVL SM FER PLAN PER SCHED LVL RIM BOARD PER PLAN SEE SCHED FOR NUMBER 2V2" OF NAILS Ski FER PLAN . T�' SECTION LOCATION PLAN #16d NAIL E5 STRAP `HTHS OMITTED FOR CLARITY "RUIRES 5/a' DIA EQ74 THRU-BOLT SIM S/56.4 A 45 5"0 6A B FER MFR 'HTT5KT 5"H D PER MFR E PER MFR "HTT5 LVL 5TRUT TO 5W, ACROSS H55 NTS SW PER PLAN SHTH6, OMITTED . t FOR CLARITY STRAP PER SEE 10/ I AT SIM LOG NO SCHEDULE FOR TYP 5x 5W PRESENT, NAIL PER MFIR PROVIDE SAME STRAP 4 BLOCK —SOLID BLOCKING, UNDER STRAP LOG, LOCATION STRAP AT STRUT, ES PLAN A iTST 66 IS MSTC2& C NOTE: D E I. FOR ADDITIONAL INFORMATION NOT SHOWN SEE 15/56.4. STRUT BELOW SHEAR WALL .10 NTS I V STUDS PER HOLDOWN SCHED HDU SERIES 14OLDOM PER OR PLAN (POST WHERE READ) SCHED (HDQ 4 HHDQ 51MILAW SCREWS PER HOEDOWN MFR TR W/ DEL HEX NUT - ROD DIA PER HOLDOWN MFR WALL BOT PL - END OF GONG WALL T/ STEM WALL_ 24" OR FTG I (2) 44 x �1v, EMBED FER HD I I (2) #4 VERT ' SCHEDULE - NOTE: I. " REINFORGIN6 SHOWN 15 IN ADDITION TO REINFORGIN6 REQUIRED BY OTHER FOUNDATION DETAILS. HOLDOWN END/CORNER CONDITION ♦ 5 NT5 I HOLDOWN SCHEDULE WOOD POST, UNO 2x THREADED ROD AT CONCRETE MOTES 4 AND 5) MARK MODEL !NOTE 1) PER PLAN OR DETAILS POST NAILING THREADED THREADED ROD DETAIL (NOTES 2 4 6) (NOTE 5) ROD DIA EMBED IN SLAB UNO OR GRADE HDA HD1,14-517525 (2) 2x 0.148x54 0 6' OG W 8" 10/56.4, IS/56.4, I'1f6.4 - HOB HOO-WS23 (2) 2x 0.14604 72 6,: 10/56.4, 15/s6.4, 0 6" OG 11/56A 11/6.4 HOG HOUI4-5D523 6x - 1" 10/56.4, 15/56A Il 56.4 HOD (2) HOU14-5052.5 (2) 6x - 1" 6)4" 4 A, 5 A NOTES: - I. HOLDOWN MODELS REFER TO SIMPSON STRONG TIE CATAL06 CALLOUT5. INSTALL FASTENERS PER HOEDOWN MANUFACTURER. 2. SIZES L157ED IN THE SCHEDULE ARE FOR THE NOMINAL THICKNESS OF WOOD F05T PERPENDICULAR TO THE HOLDOWN. WIDTH OF THE POST 15 THE SAME AS THE WIDTH OF THE WALL IN WHICH THE HOLDOWN 15 LOCATED. 5. FASTEN TOGETHER 2x MEMBERS OF POST AT THE SPECIFIED SPACIN6. " 12d " NAIL 15 0.146" DIA x 3 1/4" AT (5) 2x POSTS; FASTEN SECOND TO FIRST STUD AND THIRD TO SECOND STUD AT THE SPECIFIED SPAGIN6. 4. " TR " 15 A CARBON STEEL STUD (e.g. THREADED ROD) COMPLYING WITH A5TM F1554 6R 56 S. INSTALL A CARBON STEEL HEX NUT GOMPLYIN6 WITH A5TM A565, 6RADE A, AT EACH BOLT. 6. NAIL PLYWOOD OR OSB SHEATHING TO HOLDOWN 5TUD5 OR P05T WITH SCHEDULED PANEL E06E NAILING. STAGGER NAILS 50 THAT EACH STUD 15 NAILED. AT SOLID HOLDOWN POSTS, NAIL SHEATHIN6 WITH (2) ROWS OF PANEL EDGE NAILING: HOLDOWN SCHEDULE n 0 _ NTS G w 1 1 1 728 134th Street SW Suite 200 Everett. WasN1gton 98204 Ph: 425141-3800 www.redmiddkton.com - ®Copyright 2019 Reid UiddUton, Inc. n environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 v PoKWNS O 37788 0�y Lb( SrONAL EN 0410IA4 Holdown Schedule And Details Data 12.27.2018 Building Permit Submittal Revisions 1 04.02.2019 Permit Revisions Drawn by: RVGIEPP Checked by (P.M.): KRB Checked by (Q.CJ: PNC Project No. 15015A RESUB S6.4 APR 0 8 2019 - NAIL 5HTN6 TO BLK6 COORD DEPTH W/ 3x NAILER 6 WIb L POST k' DIM (APPROX 41i" TOTAL) 2" 12'3" W/ Iod 0 4" OG PLWD DIAPHRAGM OVER V4" VIA THRU 3x NAILER DECKING, SEE PLAN BOLTS rn NAIL 5HTN6 TO RIM BD PER PANEL EDGE NL6 OF SW SCHED I u EDGE -NAIL SEE GAR -DECK TO PER SW SC+ED SHEAR WALL DETAIL N I I I I 5TL SHIM TO FILL 4 PROVIDE WIb, SEE PLAN 6LB PER PLAN Uz LSL BACKING WIJ BLK6 0 4'-0" OG I I SOLID BEARING FOR 6L5, 1, x TYP ES OVER POST b..1 , 3" IOg/a° W, SPEUAL-ORDER I I TYP IIp�S; 6LB, SLOT AT WIb BM III NOTE: GOORD RADIUS W/ ARC+ I I 5/Ib I. FOR ADDITIONAL INFORMATION NOT SHOWN SEE 15/563. 1. FOR ADDITIONAL INFORMATION NOT SHOWN SEE 20/56.5. TO ENSURE OAP 15 HIDDEN I POST, SEE PLAN 2. FASTEN JOIST /RIM BOARD TO WOOD I -JOIST BLOCKING AT EACH TOP AND BOTTOM FLANGE WITH (1) 0.125" DIAMETER x 5" NAIL. 5TA66ER BLOCKING FOR NAILIN5. EXTERIOR WOOD BEAM CANTILEVER AT WIS BEAM 6LUE LAMANITED BEAM OVER WALL PARALLEL JO15T-TO-WALL 4 TYPICAL PERPENDICULAR J015T-TO-WAG 3/4"=1G NTS NTSLL J NT5 6LB PER PLAN M5T37 HALL TOP PL, TYP DAP T/ GLIBFOR FLUSH FIN15H E6VE69 HANGER (INSTALL IN 4x BLK6 SHTH6 PER PLAN SH1N6 PER PLAN ALL INCLUDED FA5TENER5) UNDER GLB WEB OR FILLER A5 REEADOD BY JST FOR 5TAP INSTALL W/ MFR OR HGR MFR A55 ES T45 MST3T CLS PER PLAN WALL STUD E5 OF GLB LVL PER PLAN, TYP LVL H6R PER 65N, NUJ PER PLAN, TYP KI J HSR PER 65N NOTE: UNO ON PLAN I. INSTALL BOLTS INTO GLUE LAMINATED BEAM PER HANGER NOTE: MANUFACTURE'S INSTRUCTIONS. I. DECKING NOT SHOWN HANGER FOR GLUE LAMANITED BEAM TO GLUE LAMANITED BEAM WALL AT 6LULAM Q LVL TO BEAM 9 WOOD I -JOIST TO BEAM 1 O NTS 3/4BEAMS "=IQ NTS NTS LVL b CONN 1455 COL 6xREOD,TYP OPP SIDE PER PLAN PL%xl5xl'-%" NAIL BLK6 bd 0 12" Or, (BOT WHERE OCCURS ES, TYP 6d ® I2" Or, (60T W/ IOd a 0 4"0G PLATE NL6 PER SW NAIL 5HTH6 TO BLK6 PLATE NL6 PER 5W 5GF(ED WHERE OGGIA25) At IOd 0 4" OG SGHED WHERE OCCURS) SHTHG PER PLAN g/s' 4" 4" " LVL STRUT 04" 4" 4" " 1" CAP PER PLAN SHTHS d TOPPINS I DIAPH NL6 PER PLAN DIAPH NL6 PER PLAN DIA THRU3Pz" BOLT TYPTYP MAX INSTALL STIFF P PLAN CONT LSL 1 I/2 RIM BD v (CONY LSL 3 I/2 AS PL3/e WHERE READ BY SW SCHED) LVL CONN PL ° I NOT PRESENT ° ° © AT OPP SIDE I6d 0 b" OC TN (A35 OR 5 SIDES AT 5/16 WIJ PER PLAN, TYP CONT L5L 1 1/2 RIM BD WIJ PER SHEAR WALL5) PLAN, Typ 5/Ib M ES (CONT LSL 5 1/2 AS 48 WIJ BLK6 0 " Or,REOV BY 5W SCHED) WIJ BLK6 0 46" sHTH6 PER 5W SCHED BR, PLNyt6xl'-I" 5/Ib 3/a' VIA THRU WIb PER PLAN W/ IOd EA BIDE bd 0 8" OG TN (A55 OR OC W/ IOd ES NOTES• 5/I6 BOLT, TYP COW TOP PLATE, LTP4 PER 5W SGHED AT TOP PLATE, 5/Ib 3 SIDES, TYP SPLICE PER 4/562 SHEAR W WALLS) PER SPLICE 4/56.2 SPLICE I. STUD TO H55 COLUMN NOT SHOWN. 5EE'7/56.5 FOR REWIREMENT5. 516 2. PROVIDE CJP WELD5 BETWEEN ALL PLATE5 UNO. STUD WALL PER PLAN PER SW STUD WALL PER PLAN LAMINATED VENEER LAMINATED WOOD I -JOIST FLOOR WOOD I -JOIST FLOOR LUMBER STRUT TO COLUMN n VENEER STRUT LUMBER TO BEAM FRAMING PARALLEL TO INTERIOR WALL NTS FRAMING PARALLEL TO EXTERIOR WALL NTS 15 G 3/4 _I,_�, Ibd 0 12" Or, (BOT PL 1 6„ 2xb STUD WALLINFILL W/ X, 6. IVY ES OFJ 5T NEB WHERE OCCURS)D SHTH6 4 CONN PER SW4 KERF PL b W/ (4) V' DIA x Lbx4x5/6 5A6 (2) V' VIA BOLTS SHIM PER PLAN DIAPH NL6 PER PLAN ' 6 LA6 (2) V4" VIA j 5HTH6 PER PLAN 1 1/2 LSL BLK6 EA JST BAY (5 1/2 LSL BLK6 AT THRU BOLTS SHEAR WALLS) o KERF PL5/bxb l V - �— CONT LSL 1 1/2 RIM BD 0 (2) 9/4" VIA BOLTS --1�_-- I -- iv (CONT LSL 5 1/2 AS REOD N b �— BY SW SCHED) o. I 5 I io SISTER W/ 5D5 SCREWS c m BM PER PLAN 4 CONN BOTH WIJ PER PLAN bd 0 b' OG TN (A35 OR W/ IOd E5 OF l IEB, TYP LTP4 PER 5W 50HED AT WIJ PER PLAN I6d 0 b" OOr,TN (A35 OR I/4 ERB, FL1 I <Vz NOT LSL BLOCK, I PRESENT AT 51M (DAP B/ BM) SIDES WHERE OCCURS BRC PU,2x5 SIDES (DAP B/ BM) CONT TOP PLATE, SHEAR WALLS) LTP4 PER 5W SCHED AT I I I TYP 5FL10E PER 4/56.2 CONY TOP PLATE, SHEAR WALL5) I I I I SPLICE PER 4/56.2 I I 1/4 I I H55 COL PER PLAN 5/I6 WHO PER SN 5CHED AT SHTHG PER 5W SGHED I I Nam• WOOD STUDS WHERE BM PER PLAN SHEAR WALLS WHERE OCCURS STUD WALL PER PLAN I. ALL HARDWARE EXPOSED OR IN CONTACT WITH THE COLUMN LOCATED IN 5W CONN PER V56.3 WHERE OCCURS BUILDING EXTERIOR TO BE HOT -DIPPED 6ALVANIZED. LAMINATED VENEER LUMBER/ AN STUD WALL PERPLWOOD I -JOIST WOOD I -JOIST EXP05W GLUE LAMANITED BEAM OVER HS5 i GLUE LAMINATED BEAM TO H55 COLUMN Q Q FRAMING AT INT BEARING WALL 19 FnAMIN6 TO EXTERIOR WALL n O NTS G NTS 1 NTS .NT5 728 134th Street SW Suite 200 Everett Was hin9ton 2204 Ph: 425 741-3800 www,reidmiddleton.com mCopyright 2019 Reid Middleton, Inc. jen environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 ti 0Fw syr O 4 ,�w h� O 31358 ��sSIONAL ECG 0410IA9 Mezzanine Framing Details 12.27.2018 Building Permit Submittal Revisions 1 04.02 21119 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (Q.C.): PNC Project No. 15015A RESUB S6.5 APR 0 8 20VI (2) H55 PER I5/56b ITr I TYP PLg/e<4xl'-8° HUBBTF EE, TYP LVL !h x 14 W/ 5556/14 EE SEE PLAN FOR n n n TYP FLR DIAPH + + O O + + X fV IL ir- X c � 5! a S' WIJ PER PLAN, TYP v_ [ ] [ ] v_ 3x6 EA SIDE X7 x OF OPN6 6L8 PER PLAN 5! J LJ Li L J S' LVL 515 x 14 W/ BBS6/14 EE f J Ui 14" RED 165 a 16" OC 'Q 14" RED 165 a 16" OG BACKER BLOCK AT 1-JOIST (NAILS NOT SHOWP), TYP LAS 5CREW5 I� MECHANICAL UNIT FLOOR FRAMI CHANICAL FLOOR PENETRATION SUPPORT PLAN BA (2) H555�zx2Y2x9/e, TYP I I NTS 4 T SKYLIGHT PER ARCH I I CURB PER 5KYLI6HT SUPPLIER 51MPSON HGU5414, TYP EA END OF 5LK6 - 5/Ib SEE PLAN FOR ADDEDPISS BM NL6 AT BLK6 SIMP50N PLAN `SEE PLAN I-J5T, SEE PLAN TYP HUC66TYP R161D INSULATIONPER ARCH () A" x 6" 5D5 WOOD SCREWS PER DECK t5ft 51MPWN HUG66, TYP G514 STRAP Vd/ MEMBER, 3 SCREW ///--- SPG, USEYa' STANDARD +15" E5 / / IOd xY2" NAILS GUTWASHER H55 P05T, 5EE PLAN TYPOPNG LVL 5� x 14 BLK6, TYP [ Bx6TYPHANGER 4 STRAP TO H55 NOTE: WT, SEE 2/55.1 AND PLAN 8x8 ARCH 6UJLAM POST, A35 a 16" OG W/ IOd x IVs" NLr. - - - `'EE ARC44 - I. OFFSET BLOCKING AS REQUIRED TO MAKE CONNECTION PER 7/56.6 ALONG bxb BM DOUBLE HSS CONNECTION BLOCKING AT CAN OPENING IN GAR -DECKING n- ,J - - NT5 #4 a 1611 VERT CURB PER ARCH 1 (ALT HOOKS) 2a" 9Ef.TION �B #4 a 12" HORIZ x—x x—x TYP FULL -HT 5/Ib 4012 N55 �T, ` N TYP E SOG PER CIVIL Q N - (5) #5 5/6 TYP b SEcnoN 20A EQ 6„ EQ - - NOTES: - I. DO NOT UNDERMINE EXISTING ADJACENT BUILDING FOUNDATION. COORDINATE LOCATION WITH ARCHITECTURAL. 2. SEE 11/55.2 FOR ADDITIONAL INFORMATION. OU KNIFE PLF4x6x0'-9" DOUBLE H55 POST CONNECTION SOUTHERN PROPERTY LINE ALTERNATE 4 POST; W/ (1) 914" DIA THRU-BOLT, COUNTER -SINK, a 24" TYP SECTION 205 KNIFE PL°/4xlQ�xl'-4" VI(2) %" DIA THRJ-BOLT, Q COUNTER -SINK HEADS, ? SEE ARCH TYP, PP 5EAL 6 WELD AT FL ENDS 1FL5�b #4 ®12" HORIZ A Ix5fx0'-IQVz" - — - IxIOV2xREQD PLlx%xd)-IOVi" PV (4) %b" DIA TR, PLIx2V4xREQD, TYP ES DRILL d EPDXY b" DEPTH PV I SECTION 20A HILTI HIT-HY 200, a IV4" EDGE v DIST, DO NOT DAMAGE REINF (� FOAM FILL AND #4 x L a 12" NON STRUGT SLAB PER ARCH - (6EOFOAM EP515 OR 6REATER) DROPPED SLAB E 6R BM 1 PER 1/55 2, REINF NOT SHOWN TYP, PP SEAL 3/6 WELD AT PL END5 VESTIBULE SECTION 19 ARCHITECTURAL 6LULAM POST CONNECTION n O L' 1 1 1 1 lqq 728 134th Street SW Suite 200 Everett, Washinggton 98204 Ph: 425 141-3800 www.reidmiddleton.com ®Copydghl 2019 Reid Middleton, Inc. ;ru environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220. RAILROAD AVE. EDMONDS, WA 98020 N Sy1Q0 �v�w Mir a � O 37368 ��SrONAL F'�� 0410w4 Framing Details Date 12-27-2018 Building Permit Submittal Revisions 1 04 02.2019 Permit Revisions Drawn by: RVG/EPP Checked by (P.M.): KRB Checked by (O.C.): PNC Pmiect No. 15015A RESUB S6.6 APR 0 8 2019 MON ELECTRICAL LEGEND ABBREVIATIONS LIGHTING - SWITCHING CONTROLS (E) EXISTING TO REMAIN KCMIL THOUSAND CIRCULAR MILS - (F) (R) (RL) AB AC FUTURE EXISTING To BE REMOVED EXISTING TO BE RELOCATED ABOVE COUNTER BACKSPLASH ALTERNATING CURRENT - KO KW KVA .LTG - KNOCK OUT KILOWATTS KILOVOLT —AMPERES LIGHTING SYMBOL DESCRIPTION SYMBOL DESCRIPTION o - ® RECESSED LENSED LUMINAIRE (SIZE/SHAPE VARIES) S° SINGLE POLE SWITCH (SUPERSCRIPT DENOTES MARKED LUMINAIRES CONTROLLED _ A, AMP AMPERES LCP LIGHTING CONTROL PANEL ® RECESSED RECESSED PARABOLIC LUMINAIRE (SIZE/SHAPE TOGETHER) - AF AMPERE. FUSE OR CB FRAME MAX. MAXIMUM VARIES) S3 THREE WAY SWITCH AFF ABOVE FINISHED FLOOR MCA MINIMUM CIRCUIT AMPERES ® SHADING OF ANY LUMINAIRE INDICATES CONNECTION S4 FOUR WAY SWITCH - AFG ABOVE FINISHED GRADE MFR MANUFACTURER • TO ALTERNATE POWER SOURCE (EMERGENCY, UPS, AIC EQUIPMENT SHORT CIRCUIT MIN MINIMUM STANDBY, ETC.) PER CIRCUITING INDICATED - SK - KEY OPERATED SWITCH INTERRUPT RATING (RMS SYM. AMPS) MISC - - MISCELLANEOUS ® SUSPENDED LUMINARE (SIZE/SHAPE VARIES) 0 AL ALUMINUM (ALLOY) M MO MAIN LUGS ONLY MANUAL OPERATOR DIMMER SWITCH. NUMBER INDICATES WATTAGE AS AMPERE (RATED) SWITCH MTD MOUNTED 13 O POINT SOURCE — SURFACE, RECESSED CEILING MTD. RATING. IF NOT SHOWN THEN EQUAL TO LOAD. AT CIRCUIT BRKR TRIP AMPS MTR MOTOR OO FLOOR OR GRADE MOUNTED BOLLARD ® DIMMER SWITCH UNDER SEPARATE COVERPLATE ATS AUTOMATIC TRANSFER SWITCH _N_ NEUTRAL (GROUNDED CONDUCTOR) O O WALLWASH — SURFACE, RECESSED CEILING MTD. SIR SWITCHWITH PILOT LIGHT (PILOT IS ON WHEN AUTO AUX AUTOMATIC" AUXILIARY NC NORMALLY CLOSED _ g RECESSED WALL POINT SOURCE SWITCH IS "ON"). AWG AMERICAN WIRE GAUGE NEC - NATIONAL ELECTRICAL CODE ® WRAP —AROUND TYPE FLUORESCENT SR SWITCH WITH PILOT LIGHT (PILOT IS "ON WHEN BAT BATTERY —,NEG NEGATIVE �6 SWITCH IS "OFF"). BG BELOW GRADE NEMA NATIONAL ELEC MFGR'S ASSOC. TRACK LIGHTING WITH HEADS AS INDICATED. SIB TIMER SWITCH BRKR CIRCUIT BREAKER NL NIGHT LIGHT (UNSWITCHED) ADJUSTABLE POINT SOURCE — SURFACE CEILING, !VA LOW VOLTAGE MOMENTARY CONTACT SWITCH, C CONDUIT (CIRCULAR RACEWAY) NO NTS NORMALLY OPEN NOT TO SCALE RECESSED CEILING MOUNTED. UPPER CASE LETTER SUPERSCRIPT INDICATES CAB CABINET NP NAMEPLATE O O WALL WASH — SURFACE, RECESSED CEILING MTD. te'ka$eC CONNECTION TO LOW VOLTAGE RELAY CONTROLLING SIMILARLY MARKED LUMINAIRES. CB CIRCUIT BREAKER V 1 BATTEPOWER EMERGENCY UNIT EQUIPMENT RY Sep WEATHERPROOF SWITCH CKT CLG CIRCUIT CEILING OC OD ON CENTER OUTSIDE DIAMETER (SEE LUMINARE SCHEDULE FOR QUANTITY OF HEADS) - WALL, CEILING MOUNTED. Sy LINE VOLTAGE, VARIABLE SPEED FAN CONTROL CO CONDUIT ONLY OFCI OWNER FURNISHED CONTRACTOR INSTALLED 4 WALL SCONCE SWITCH, PROVIDED MECHANICAL, INSTALLED CPT CT - CONTROL PWR TRANSFORMER CURRENT TRANSFORMER OFOI :. OWNER FURNISHED,. OWNER INSTALLED WALL MOUNTED FLOOD, POSSIBLY AIMABLE BY ELECTRICAL. LOCATE ADJACENT TO ADJACENT Cu COPPER OS _ OCCUPANCY SENSOR Q m ILLUMINATED EXIT SIGN, SHADED QUADRANT Sr TO LIGHT SWITCHES. MOTOR —RATED THERMAL OVERLOAD SWITCH DC DIRECT CURRENT p- PI3 POLE PUSHBUTTON Y INDICATES FACES, ARROWS AS SHOWN DISC DISCONNECT PH PHASE �❑ POLE MOUNTED LUMINAIRE— SINGLE OR DUAL HEAD Soe1 LIGHTING CONTROL OVERIDE SWITCH, SEQ. NUMBER DIA DIAMETER PNL PANEL ® POLE TOP MOUNTED LUMINAIRE PC PHOTOCELL DIV DP DIVISION DISTRIBUTION PANEL RI PRI P - - POSITIVE PRIMARY EQUIPMENT OPERATOR PUSH BUTTON STATION. DPDT DOUBLE POLE DOUBLE THROW MOO DARK ROOM SAFE LIGHT (TWO COMPARTMENT PROVIDED WITH EQUIPMENT, INSTALLED AND DPST DOUBLE POLE SINGLE THROW - REQD REQUIRED - SHOWN)- CONNECTED BY ELECTRICAL, LION. DWG DRAWING. RNC RIGID NON—METALLIC CONDUIT. (PVC) Q "FOOT" INDICATES WALL MOUNTED LUMINAIRE FO PUSHBUTTON OR PUSHBUTTONS, BY ELECTRICAL E,EMERG EMERGENCY S.A.D.. SEE ARCHITECTURAL DRAWINGS SOH FLUORESCENT STRIPLIGHT — POWER FEED SECTION, TC TIME CLOCK EF EXHAUST FAN SEC SECONDARY H-I FEED THROUGH SECTION. LENGTH AS SHOWN. - - EMT ELECTRICAL METALLIC TUBING SPOT SINGLE POLE DOUBLE THROW. I�H UNDERCABINET FLUORESCENT STRIPLIGHT OS OCCUPANCY SENSOR — WALL MOUNTED ENCL - ENCLOSURE - SPST- SINGLE POLE SINGLE THROW OS 360 DEGREE OCCUPANCY SENSOR —CEILING MTD. EO ELECTRICALLY OPERATED SUB SUBSTATION ®) FLUSH GRADE POINT SOURCE - EOL - END OF LINE SWBD SWITCHBOARD - ® GARAGE LUMINAIRE WITH CUTOFF LOUVERS � g+ 180 DEGREE OCCUPANCY SENSOR — CEILING MTD. EWC ELECTRIC WATER COOLER SWGR SWITCHGEAR .. PTA LIGHTING LUMINAIRE MARKING CONVENTION LEGEND: 0 CORRIDOR/AISLE OCCUPANCY SENSOR — CEILING MOUNTED EWH ELECTRIC WATER HEATER TB TDC TERMINAL BOARD TIME DELAY CLOSING PTA =.LUMINAIRE TYPE IDENTIFICATION. SEE COMBINATION OCCUPANCY SENSOR & SWITCH FA FAA FIRE ALARM FIRE ALARM ANNUNCIATOR - T TIME DELAY OPENING 3c LUMINAIRE SCHEDULE. 3c = CIRCUIT NUMBER VIA LOCAL SWITCH GANGED UNDER A COMMON COVER PLATE. FBO FURNISHED BY OTHERS TEL - TYP TELEPHONE TYPICAL (LOWERCASE LETTER) THAT SERVES. OS OCCUPANY SENSOR TO CONTROL ALL LUMINAIRES IN FC FOOT. CANDLES PTA THE LUMINIARE. ROOM WITH 1/2 LIGHT REDUCTION CONTROLLED BY FF FLUSH FLOOR MOUNTED UL -UNDERWRITERS LAB 3A =CIRCUIT NUMBER/UPPERCASE LETTER SWITCH, DESIGNATED BY LETTER. 2—GANG BOX WITH SINGLE UON SPECIFIED FLA FULL LOAD AMPERES LION UNLESS OTHERWISE NOTED 3A COMBINATION INDICATES LOW VOLTAGE Q Q SAT — WALL, THERMOSTAT — WALL, CEILING. PROVIDED BY FLEX FLEXIBLE UPS UNINTERRUPTIBLE POWER SUPPLY RELAY OR LIGHTING. CONTACTOR THAT MECHANICAL, INSTALLED AND. WIRED BY ELECTRICAL: FPB FAN POWERED BOX UTX UTILITY TRANSFORMER SERVES THE LUMINAIRE FSD FIRE/SMOKE DAMPER LIGHTING CONTROL PANEL AND ASSOCIATED FW FLUSH WALL MOUNTED V VOLTS F1 LUMINAIRE TYPE IDENTIFICATION WHICH APPLIES TO ;LCP ? COMPONENTS. PROVIDE 120V OR 277V CONTROL FU FUSE VA VOLT—AMPERES ALL OTHER IDENTICAL LUMINAIRE SYMBOLS, LION. POWER AS REQUIRED OR AS INDICATED. VFD VARIABLE FREQUENCY DRIVE REMOTE MOUNTED LINE TO LOW —VOLTAGE FUSED GEN GENERATOR TRANSFORMER. CONCEAL FROM VIEW. GFI GND GRAD GROUND FAULT CIRCUIT INTERRUPTER GROUND GENERATOR REMOTE ANNUNCIATOR PNL W/ W/O WP WITH WITHOUT WEATHERPROOF, SEE RECEPT. SYMBOL ELECTRICAL DESIGN CRITERIA REFERENCE SYMBOLS GRC GALVANIZED RIGID STEEL CONDUIT HLQ HP HPF HANDLE LOCK—ON(OFF) HORSEPOWER HIGH POWER FACTOR XFR XP ", IN TRANSFORMER EXPLOSION PROOF INCHES SYMBOL DESCRIPTION <9> KEYED NOTE REFERENCE_ 125.4 BRANCH CIRCUIT OR FEEDER NOMINAL AMPACITY & TO UIT ANDFEEDER HTR HEATER , FT FEET _ CHLUEESRFOR WIRE AND CONDUIT HZ HERTZ (CYCLES PER SECOND) ) GREATER THAN 1 REFER TO DETAIL NO. ON DRAWING INDICATED IES ILLUMINATING ENGINEERING SOCIETY < LESS THAN NOT ALL DETAIL REFERENCES ARE SHOWN. ALL ID INSIDE DIAMETER 2 GREATER THAN OR EQUAL TO E4.1 DETAILS APPLY TO ALL APPLICABLE: SITUATIONS, LION. IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT 2 ELEVATION TAG: REFER TO ELEVATION NUMBER ON ELECTRICAL DRAWING LIST DRAWING INDICATED 2 SECTION TAG: REFER TO SECTION NUMBER ON E4.1 DRAWING INDICATED - EO.O LEGEND AND ABBREVIATIONS E1.0 LUMINAIRE .SCHEDULE K11 KITCHEN EQUIPMENT REFERENCE, REFER TO KITCHEN E2.1 FIRST FLOOR - LIGHTING EQUIPMENT SCHEDULE MECHANICAL. EQUIPMENT IDENTIFICATION TAG E2.2 SECOND FLOOR - UGHTING 1 EQUIPMENT BY OTHERS IDENTIFICATION TAG - EQUIP NAME NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT. REFER TO DRAWING DETAILS AND NOTES. GLUMAC r i enginearsfore suet al nab l e tutu re 1601 Fit' Avenue. Suits 2210 Seattle WA98101 T_082821010 glumec cam Protect Manager M kkl Klger Engneer0esgner Mkkl Klger Job Nc: 0515.00776 n environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 Legend & Abbreviations NOT FOR CONSTRUCTION date 03.15.2019 Building Permit Submittal Revisibnc �04.02.2019 Peonit Revisions Drawn by: Checked by (P.M.): Checked by (C.C.): Project No. 15015A E0.0 APR 0 a 2019 ■■ I . so DIMMING VOLTAGE INPUT SCHEDULE TAG DESCRIPTION LAMP COT DRIVER TYPE WATTS MANUFACTURER SERIES REMARKS NOTES FA7 SURFACE MOUNT LINEAR LED STRIPUGHTI NOMINAL 3.5 INCH HEIGHT BY 3.5 INCH WIDTH BY 48 INCH LED 3500K INTEGRAL ELECTRONIC 0-10V 120V-2]7V 32W ENVOY E.—LED SERIES BACK OF HOUSE LENGTH. 3811 Im DRIVER INTEGRAL FB1 SURFACE MOUNT DOWNUCNT CYLINDER WITH FIXED LIGHT SOURCE; NOMINAL 4 INCH DIAMETER BY 5.2 INCH HEIGHT. LED 1575 Im 3500K ELECTRONIC DIMMING 0-70V 120V-277V 18W ZANIBONI BONGO 3P SERIES SURFACE OR PENDANT MOUNT AS NEEDED .DRIVER REMOTE FC1 LINEAR LED TAPELIGNT IN SL7 EXTRUSION; MOUNTED IN 3—FORM FEATURE WALL LED 354 Im/ft 3500K ELECTRONIC DIMMING 0—iGV - 24V 5W LUMINII LL54 SERIES COMMUNITY LOUNGE DRIVER REMOTE FC2 LINEAR LED TAPEUGHT IN 45 EXTRUSION; MOUNTED IN ART DISPLAY CASE LED 354 Ini 3500K ELECTRONIC DIMMING O_IGV 24V 5W LUMINII LL54 SERIES ART DISPLAY CASES DRIVER REMOTE F03 LINEAR LED TAPEUGHT IN KXL EXTRUSION; MULLION —MOUNTED LED 3541m/ft 3500K ELECTRONIC DIMMING 0-7GV 24V 5W LUMINII LL54 SERIES COMMUNITY LOUNGE DRIVER FD1 SURFACE MOUNTED LED UPLIGHT. WET LOCATION LISTED WITH IP65 RATING. 4000K ELECTRONIC DIMMING ELV 12OV-277V 15W PARAFLIX FL390 SERIES COMMUNITY LOUNGE a,—, I. I. DRIVER REMOTE FEE LINEAR LED TAPELIGNT IN SL7 EXTRUSION; MOUNTED IN ARCHITECTURAL COVE TO UPLIGHTSKYLIGHT LED 35411 3500K ELECTRONIC DIMMING 0_10V 24V 5W LUMINII LL54 SERIES TEACHING KITCHEN DRIVER EL�� iF tll C Hall DECORATIVE LED PENDANT IN CONFERENCE ROOM;. NOMINAL 48.5 INCH LENGTH BY 21.5 INCH HEIGHT. 800DDD Im 3000K DIMMING ELV 120V 160W KUZCO CH51049 CH SERIES CONFERENCE ROOM DRIVER MB2 DECORATIVE LED PENDANT IN STAIRWELL; NOMINAL 20 INCH DIAMETER BY 42 INCH HEIGHT. LED 71 00 Im 3000K ELECTRONIC DIMMING EW 120V 140W KUZCO CH51020 CH SERIES STAIRWELL DRIVER INTEGRAL HOT NLED PENDANT; NOMINAL 6 INCH DIAMETER AND 5.5 INCH HEIGHT; SMOKE GLASS SHADE; LED B00 Im 3000K ELECTRONIC DIMMING ELV 12V 8W TECH SEDONA SERIES RECEPTION DESK LEVEL 1 AND LEVEL 2 SLACK FINISH: PROVIDE WITH MONOPOINT CANOPY FOR MOUNTING BLACK DRNER INTEGRAL HE1 OECORATNE LED PENDANT: NOMINAL 3.5 INCH DIAMETER AND 13 INCH HEIGHT, GLASS SHADE LED S00 lon 3000K ELECTRONIC DIMMING ELV 12V 9W TECH M4NNETTE SERIES COFFEE KIOSK BLACK FINISH; PROVIDE WITH MONOPOINT CANOPY FOR MOUNTING DRIVER HF7 SUSPENDED LED LJNFAR WITH DIRECT/INDIRECT ILLUMINATION; NOMINAL 6 FT LENGTH. 630Im/it UP 2701m/ft 3500K ELECTRC DIMMING 0-10V 120V-27N 10W/k CORONET PIER SERFS EXAM ROOMS OFFICES DOWN DRIVER LED INTEGRAL HI SUSPENDED LED LINEAR WITH DIRECT/INDIRECT ILLUMINATION; NOMINAL 10 FT 6301 /ft U, JSOOK ELECTRONIC 0-1GV 120V-27N 1OW/ft CORONET - - PIER SERIES EXAM ROOMS LENGTH. 2D01m ft DRIVEN OFFICES LE�RD� INTEGRAL HI SUSPENDED LED LINEAR WITH DIRECT/INDIRECT ILLUMINATION; NOMINAL 12 FT SUP /ft 35OOK ELECTRONIC 0-1OV 720V-277V IOW/ft CORONET PIER SERIES EXAM ROOMS LENGTH. 2701m/ft DOWR DIMMING DRIVER COMMUNITY MEETING 8301on HI SUSPENDED LED LINEAR WITH DIRECT/INDIRECT ILLUMINATION; NOMINAL 14 Fir LENGTH - / 2701m ft 3500K ELE�pNIC DIMMING 0-1W 120V-277V tOW/ft - CORONET PIER SERIES EWJA ROOMS COMMUNITY MEETING DO�W4 DRIVER INTERAL Hot SUSPENDED LED LINEAR WITH DIRECT/INDIRECT ILLUMINATION IN L74U7 ROOMS; NOMINAL 4 FT LENGTH. BOW /ft 3751m/it 3500K ELECTRG aHIC DIMMING 0-10V 12GV-277V 10W/R CORONET LS3 SERIES MULTIPURPOSE ROOMS DLOEWN DRIVER INTEGRAL HG2 SUSPENDED LED LINEAR WITH DIRECT/INDIRECT ILLUMINATION IN EXAM ROOMS; NOMINAL 8 FT LENGTH. SOOI�rOi///ft 3 3500K ELECTRON C 0-101 12OV-277V 10W/ft CORONET LS3 SERIES MULTIPURPOSE ROOMS DOWNft DRMMING IVER INTEGRAL RA1 RECESSED 8 INCH DIAMETER DOWNUGHT WITH FIXED LIGHT SOURCE. 198601m 3500K ELC 0—tOV 120V-277V 18W ZANIBONI LUNA 6 SERIES GENERAL RECESSED DOWNUGHT DRIVERINTEGRAL - - CORRIDORS R81 CONTINUOUS RECESSED LINEAR LED SLOT LIGHT LUMINAIRE IN CORRIDORS AND RESTROOMS; NOMINAL LED 3500K ELECTRONI 0-10V 120V-277V 4SW/k CORONET LSR2 SERIES CONTRACTOR SHALL FIELD VERIFY CONTINUOUS 2.5 INCH WIDTH. 375 Im/ft DIMMING DRIVER PC RUN LENGTHS BEFORE PROCURING INTEGRAL RC1 RECESSED LED 2X2; NOMINAL 23.7 INCH LENGTH AND WIDTH BY 2 INCH DEPTH. LED 40031m 3500K ELECTRONIC DIMMING 0-10V 120V-27N 32W ENVOY ELEDPNL22 SERIES KITCHEN DRIVER INTEGRAL RD1 ARCMRRUAL ECTRECESSED LED 2X2 IN ACOUSTICAL LAY IN CEILING 4500lID Im 3500K ELECTRONIC DIMMING 0-10V 120V-277V 47W FOCAL POINT EQUATION SERIES SENIOR STORE DRIVER INTEGRAL RE1 RECESSED LED MULTI —HEAD ADJUSTABLE DOWNUGHT; NOMINAL 14 INCH LENGTH BY 9 INCH. HEIGHT; 8.5 INCH WIDTH; 24 DEGREE OPTIC; 92+ CRI; PROVIDE WITH LINEAR SPREAD LENS (2) LED 1500 Im 3500K ELECTRONIC DIMMING 0-10V 120V-277V 28W INTENSE GRAVITY SERIES ART WALL WASH ADJUSTABLE DRIVER INTEGRAL WA1 WALL MOUNT DECORATIVE VANITY LUMINAIRE: NOMINAL 26 INCH LENGTH. LLD 20001m 3000K DIMMING ELECTRONIC 0 —10V 12OV-277V 26W AFX SW SERIES RESTROOMS DRIVER .INTEGRAL W81 WALL MOUNT DECORATIVE VANITY LUMINARE; NOMINAL 8 FT LENGTH. LED 28301m —OK ELECTRONIC DIMMING 0-10V 12OV-277V 30 SONNEMAN VOTIVE SERIES PUBUC RESTROOMS DRIVER INTEGRAL WCI WALL MOUNT UNFAIR LED LUMINAIRE IN STAIRWELL; NOMINAL 24 INCH HEIGHT BY 1.5 INCH WIDTH LED 1500 Im 3500N ELECTRONIC F1V 12GV-277V 15W KUZCO VEGA 3 SERIES STAIRWELLS BY 1.75 INCH DEPTH; METAL HOUSING WITH BLACK FINISH: FROSTED ACRYLIC LENS DIMMING DRIVER INTEGRAL Act SURFACE MOUNT LED UNEAR WALL WASH; NOMINAL 2.5 INCH WIDTH BY 3 INCH HEIGHT BY LED 415 IM/ft 3500K ELECTRONIC 0-10V 120V-27N 10W/Ff ALIGHTS. ACLS SERIES COMMUNITY LOUNGE CONTINUOUS LENGTHS AS SHOWN ON DRAWINGS; STANDARD FINISH AS SELECTED BY ARCHITECT DIMMING DRIVER LED 14791m INTEGRAL - WE7 WALL MOUNT LED DIRECT INDIRECT CYLINDER. - - FOIT 3500K ELECTRONIC - 12OV-277V 12SW INTENSE SS4G4C. SERIES EXAM ROOMS/BANQUETTE HALL - 141 DOWN DRIVER INTEGRAL CORRIDORS WFI CONTINUOUS WALL MOUNT UNEAR LED LIGHT IN LEVEL 2 CORRIDORS: NOMINAL 3 INCH WIDTH AND LED 3500K ELECTRONIC DIMMING O—IOV 12OV-277V 7.511 CORONET LS3 LED SERIES CONTRACTOR SHALL FlEID VERIFY CONTINUOUS 4.5 INCH HEIGHT. 625 uni DRIVER RUN LENGTHS BEFORE PROCURING INTEGRAL WG1 SAME AS TYPE FAT, EXCEPT WALL MOUNT 3500K ECRTRROONIC 0-10V 120V-27N 32W ENVOY EBLCSLED SERIES BACK OF HOUSE 381EDIm INTEGRAL SA1 SURFACE MOUNTED LED UPLIGHT. WET LOCATION LISTER WITH IP85 RATING. 18LED 15 Im 4000K ELECTRONIC DIMMING ELV 120V-277V 15W PARAFLIX FL390 SERIES EXTERIOR FACADE ACCENT DRIVER INTEGRAL LED 3500K ELECTRONIC 0-10V 277V 25W INTENSE IHOL 4DR SERIES EXTERIOR CANOPIES Set RECESSED CANOPY DOWNUGHT. NOMINAL 4 INCH APERTURE. 1700 Im DIMMING DRIVER INTEGRAL SURFACE MOUNTED LED DOWNUGHT, NOMINAL 4 INCH APERTURE; NARROW FLOOD OPTIC; STANDARD LED 3500K ELECTRONIC 0—iGV 277V 37W INTENSE SS4G4C SERIES EXTERIOR UPPER CANOPY SB2 FINISH AS SELECTED BY ARCHITECT; UL USTED FOR WET LOCATION 4000 Im DDIMMMIINNG RIVER INTEGRAL SURFACE MOUNT LED LINEAR WALL GRAZE FOR LIGHTING SIGNAGE, 8 DEGREE BY 8 DEGREE OPTIC. 3500K ECTRDIMMI 0-10V 277V 61W LUMENPULSE GRAZER LUMENF ER EXTERIOR FACADE UPUGHT SC1 FINISH TIED BY ARCHITECT. 40LEIm GIC ES DRIVER 1 INTEGRAL SAME AS TYPE WET, EXCEPT WET USTED. �LED�m 3500K ELECTRONIC 12OV-277V 12.511 INTENSE S54G4C SERIES EXTERIOR FACADE SCONCE bit 14101m DOWN DRIVER INTEGRAL X1 WALL MOUNT LED EXIT SIGN; PROVIDE SINGLE OR DOUBLE FACE AS REQUIRED; UL-924 RATED LED GREEN E<ECTRROONIC 120V-277V 4W LTTHONIA LQC SERIES EXIT SIGNS DR INTEGRAL X2 SURFACE OR PENDANT MOUNT. LED EXIT SIGN; PROVIDE SINGLE OR DOUBLE FACE AS REQUIRED LED GREEN ELECTRONIC120V-27N 4W UTHONIA LQC SERIES EXIT SIGNS UL-924 RATED DRIVER INTEGRAL X3 SAME AS TYPE XI, EXCEPT WEATHERPROOF LED GREEN ELECTRONIC 12OV-277V 4W LITHONIA WLTE SERIES EXIT SIGNS INTEGRAL X4 SAME AS TYPE X2. EXCEPT WEATHERPROOF LED GREEN ELECTRONIC 12OV-277V 4W UTHONIA WLTE SERIES EXIT SIGNS DRIVER INTEGRAL X5 SURFACE OR PENDANT MOUNT LED ACRYLIC EDGE —UT EXIT SIGN; PROVIDE SINGLE OR DOUBLE FACE LED GREEN ELECTRONIC 120V-27N 3W LITIi0Nl4 EOG SERIES EXIT SIGNS AS REQUIRED; UL-924 RATED DRIVER GENERAL NOTES: A. E DRar NMIUF Rm URRD ON ME UNOMRE aDHEWEE MR VON WMINMI E TYPE ALL DINER DSTED YNNFACNRFRS IRE APPRehD etlT MUST YEET NL asso. a— OF Y7WIW ITEM. e. —R. A11 FlNISR6 MTIH ARCNnECT PROR TO ORDERING. O. —R I9 RESP aR E TO VERRY OELND TYPE AND THINNESS Me PRWD7E REWIRED WMINARE MOUNIING .1. 8 ¢RAN(ETS FOR AA DNNRE 11PE9. D. LONIRIDrOR 9 RESPN61RIE M YYAIN SINE£ oR GWa1E FADE AID MWMIIW OF ENR SIGNS WIN DWmNG PVNa AID ARCNRECNPIL CENNc PUNS AND PROAGE VROU. NOINITHO ENCI¢Ts. MW NWNfING mADKETS Am/OR FousUrS As REDURED. E eeL6Ts AND iPARfOR - — EE INIEWML TO WMINAKE HOUSING AND IND < 1. U— OTNERASE HOTFD. LUMINAIRE REMARKS: LI) RVFR TO MGIITECNRA DLVATIONS MR NOUNRNG N.— Izi Rum TO urOmxG RUNR MR UXWrONS OF WRI-E uOUNTEO WIMM a 1Di REFm TO FOES — OETAL ON —1. GLUMAC engineers fora sustainable}uture 1601 Filb Avenue, Suite 2210 Seattle, WA 98101 T. 206.262.1010 wwW.ewmaG.Eom - Eng"reMDes[gn Mikki Kiget Job No. 0515.kki 0077 Job No.: 08.i5.00T]6 �ru environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 Luminiare Schedule NOT FOR CONSTRUCTION DatP 03.15.2019 Building Permit Submittal 04.02.2019 Permit Revisions Drawn by: Checkedby (P.M.): Checked by (O.C.): Protect No. 15015A RESU E 1.0 APR 0 8 2019 ■o ■■ Ix3 Mrve Yrr 2 3 4 5 6 s T T A. REFER TO LUMINAIRE SCHEDULE FOR MORE INFORMATION ON LUMINAIRE TYPES. B. PRIMARY AND ,SECONDARY DAYLIGHTING ZONES SHOWN AS REQUIRED BY STATE ENERGY CODE. I I I I I I I I I I I I I II II I it II I I II a I II II I I 6 11 I I I.�__y-- —___ —__ I I li _-_-�----'--v"�.�.,"SF� I�-`�`----I ----r�'�+i•••SHNi �-�-*_____- _'-�=�H � -_�_____------_� I 0 0 II ri- W , ---- - ED NOTES®---- WE, a KEYRA7 ,1. PRIMARY. DAYLIGHT ZONE. EM � 2. SECONDARY DAYLIGHT ZONE. I --I -_1 FCFC3PC 3 PROVIDE LOW VOLTAG 5 BUTTON D M G LIGHTING E, IM INE1RA1 ENTRY EST. CONTROL STATION TO PROVIDE FOUR (4) SCENES OF SH1 RA1 M 00 0 0 M 56agR CONTROLINBANQUETTE ROOM. FINAL PROGRAMMING TO BE DETERMINED BY OWNER. Y X2® I - I I I I I �• I 14. TYPE WC7. TO BE MOUNTED AT 4 -6" ABOVE TREAD. -- AVS OR. I Roi _ _ __ __ ___Ro _ ._ _ ° _ _ _ _- _.� __ __. ._Ro _ Rol WE1 5. LUMINAIRE RA1 SHALL BE INSTALLED UNDER STAIRS IN --- - --- -- -' �•. EM FC3 EM N U 00 1 r B O E RO M2 EM - STORAGE AREA. PROVIDE WALL MOUNTED. OCCUPANCY gi sore I \ ( 55gR SENSOR SWITCH FOR CONTROL. 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EDMONDS, WA 98020 1st Floor - Lighting NOT FOR CONSTRUCTION nate 03.15.2019 Building Permit Submittal Hevisia0a IL 04.()2.1M1 Permit Revisions Drawn bv: Checked by (P.M.): Checked by (C.C.): Proiect No. 15015A RESUB APR 0 S 2019 E 2.1 ME -i ■■ TT 3 I I I I I I II I� II II I Ili � I II; II I SH1 I I HG2' ii: G1 IIC I ,I i� I ill ill HIS -- ' ; - -- it SOUTHBALCONY ll iTl PO 1 III 308 sgrt T 6 7 8 T T T T I I I I I I I I I I I SHEET NOTES A. REFER TO LUMINAIRE SCHEDULE FOR MORE G LU MAC INFORMATION ON LUMINAIRE TYPES. r I a^ginaera for esustainable future B. PRIMARY AND SECONDARY DAYUGHTING ZONES SHOWN J AS REQUIRED BY STATE ENERGY CODE. - - - 1601 Pith Avenue, Suite 2210 Sea61e, WA 98101 - T. 206.262.1010 - vwa.glumaamm Project Manager: Nikki Ing. Engineer/Designer. Mikki 10get Job No.: 05.15.00776 SA1 ill FD 11 :; 11 ill I SAi il; SA1 II; iIi Ip KEYED NOTES® ®O ii ® ii i�1 1. PRIMARY DAYLIGHT ZONE - HG 1 HG2 �i l l 1 HG ii III 1 G ii II H 1 SAi SB2 2. SECONDARY DAYLIGHT ZONE. II, _ _ _ _________ _ - Ii ' ---- -_ __ _.______._ _ ill II-__- -- ____'_ __ _ ll -a 1_._6B2 ---- ---- I FD1..III III Eli 3. PROVIDE LOW .VOLTAGE, 5-BUTTON DIMMING LIGHTING HG2 H 2 li H I�I G1 - CONTROL .STATION T0. PROVIDE FOUR(4) SCENES OF CONTROL IN BANQUETTE ROOM. FINAL PROGRAMMING I ® FBI �I TO BE DETERMINED BY OWNER. JHG2 HG 'II' G -. III H t ;SB2 i III 13EM-----------E2 4. TYPE WCI TO BE MOUNTED AT 4'-6" ABOVE TREAD. ------------l------- -- 1 s, Qj - 1 SA1 5.. TYPE FC1 MOUNTED TO EDGE -UT 3FORM WALL, REFER sas I MU TIPURPO E I M Ln R S N I I 1 ;FD1HG2 TQ ARCHITECTURAL DETAIL FOR MORE INFORMATION. li H 'i G1 �FB1 1 / Fo1 S 2 HG2 .. i t H 2 i t iIi \\ to l i I l' . ...13 ......... I li II II \� i�P IIiH®SA1 I' - ___ ___ _______1 ___ i HG2 li: H II G1 1 1 RoIy legRA O O RAI RA1 f f ___ I'_ ___ 11 _ _11 ••• AXE\ I1, !:/A,! II O O G1 11 I - ------ -- 11 • % \ I 1 1 FE1 X1 Xl'. g il. _.. ., iJ; •� \tf ! 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F81 3ssg 1 ®®® ® ® ® °we LAI _l - �109 i + — SA SA1 SA1 SA1 SA1 1 1 SA1 SA1 SA1 SA1 SA1 SA1 SA7 SA1 I I I I I I I I I I 1 2 3 4 5 6 7 8 9 10 11 12 SECOND FLOOR PLAN - LIGHTING j/\/�m�Ilf/fin/\PROJECT SCALE: 1/8"=1'-O" W NORTH —rn environmental WORKS Community Design Center 402 15th Avenue East Seattle, Washington 98112 phone: 206.329.8300 fax: 206.329.5494 Edmonds Waterfront Center New Construction 220 RAILROAD AVE. EDMONDS, WA 98020 2nd Floor - Lighting NOT FOR CONSTRUCTION Date 03.15.2019 Building Permit Submittal 04.02.2019 Permit Revisions Drawn by: Checked by (P.M.): Checked by (Q.C.): Proiect No. 15015A RESUS nn APR 08 2019 E2■L ON 3 M9 ON0.4 . No 4 CO / I EBB TIDE CONDOS Io FFE 1ST FLOOR=12.5 FFE 2ND FLOOR-21.6 FFE 3RD FLOOR=30.9 FFE 4TH FLOOR=40.2 FFE 5TH FLOOR-49.6 I G G ASPHALT SS SS - SITE UTILITY PLAN r=2a-V S42'35'13'W 954.63 TAX NO. 2703230010420 I IAX NU. L/UJ/juv 1 -,'— O C CD CD O O O zo M 0 CN N syx'— x x PKW 9b W A= OA V L\LI Z , :3 / C m V V Z Q W ��v'rtA w ..r n w�, p v� z 0 o W F �K1 N o V V U Z 8 N I m o J 0 � a E-i o N W A w PERMIT AND CONSTRUCTION 20I8-12-2I SHEET -- OF ARCH. SHEET REFERENCE # E101