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HomeMy WebLinkAboutBLD-2024-0168 - APARTMENTS, FIVE OR MORE UNITSFIXTURES Qty Mechanical Fixtures 8 Electric Water Heater 8 Exhaust Fans 8 Clothes Dryer and Duct 8 Range Hood 8 Stove/Range/Oven 8 Heat Pump 8 Tankless Water Heater Qty Plumbing Fixtures PARCEL: P57227 LEGAL DESCRIPTION: (0.1400 ac) LOTS 3 AND 4, BLOCK 10, FIRST ADDITION TO THE CITY OF ANACORTES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1 OF PLATS, PAGE 24, RECORDS OF SKAGIT COUNTY, WASHINGTON. APPLICANT: LeBaron, Nina 1905 Bay Place Anacortes, WA 98221 360-378-7647 OWNER: Kamaljit Sandha 1103 6th street anacortes, WA 98221 VALUATIONS: Estimated construction cost 1444417.7 0 $1,444,417.70 $1,444,417.7 0 Total: FEES:Paid Due Plan Review Fee $4,700.07 $0.00 Plan Application Fee $200.00 $0.00 Sewer Inspection Fee $60.51 $0.00 Fire Impact Fee multi family $785.63 $0.00 Storm Water Review Sq Ft $374.24 $0.00 Building Permit Fee $7,230.87 $0.00 State Building Code Council fee $20.50 $0.00 Park Impact Fee Commercial $258.63 $0.00 Mechanical and plumbing remodel fixtures fees $1,385.40 $0.00 $0.00Totals :$15,015.85 BLD-2024-0168 COMMERCIAL ISSUED: EXPIRES: 08/25/2026 08/25/2028 PROJECT NAME: SONIA INC. APARTMENTS SITE ADDRESS: 907 24TH ST ANACORTES Page 1 of 3Printed by : Jennifer Watson on: 08/28/2026 08:58 AM City of Anacortes, WA 904 6th Street Anacortes, WA 98221 (360) 293-1901 http://cityofanacortes.org/ REQUIRED INSPECTIONS Initial BMP's. This stormwater inspection must be completed prior to any other inspections. Sewer Line Storm Drain Connection Footings Perimeter Drains Foundation Wall STORMWATER BMPS 1ST MID PROJECT INSPECTION Underfloor Underground Plumbing Underslab Mechanical Rough-In Site Drainage Gas Piping Plumbing Rough-In Shear Wall and Nailing Framing STORMWATER BMPS 2ND MID PROJECT INSPECTION Insulation Drywall or Lath Roofing Final Cross Connection or backflow assembly verified Fenestration U-Factors Permeable Soil Depth CURB FORM INSPECTION Curb Cut CURB FINAL INSPECTION Public Works Final Building Final Stormwater Final Planning Final Foundation Landscaping Page 2 of 3Printed by : Jennifer Watson on: 08/28/2026 08:58 AM City of Anacortes, WA COMMERCIAL BLD-2024-0168 Please request inspections online through the permit portal. If that is not possible please call (360) 293-1901 for Building or Planning inspections. For Public Works inspections, please call (360) 293-1938. * Schedule with water department to shut and cut existing service and add new 2" tap with service to meter location. City of Anacortes Water dept has to do the new tap. Installation of service line and meter box can be done by contractor or city. Must use a meter setter with bypass for larger 1.5" or 2" meters. * Planning conditionally approves this permit contingent on submitting a revised landscape plan completed by a Washington State licensed landscape architect or Washington certified professional horticulturalist (CPH) prior to the FRAMING INSPECTION. * Firestop details are required to be submitted to the City and Approved prior to any inspections on framing, plumbing, or mechanical work. We strongly encourage those details to be provided prior to the beginning of framing. * Fire rated wall detail at stairs requires revision prior foundation inspection. The structural set does not match this detail. Please revise detail to reflect the load bearing wood frame building, or revise structural to match the steel stud construction in this detail. * Please provide detail for rated exterior load bearing walls prior to foundation inspection. * All exterior walls less than 10' to property line to be 1 hr rated construction per IBC 705.5. Please provide details/cross sections prior to foundation inspection. * Please provide revised engineering that reflects exit door location prior to foundation inspection. * Initial BMP stormwater inspection is required prior to footing inspection. * Project is permitted as low income housing. AMC 3.93.060 Impact fees for building permits for low-income housing may receive a discount of 80 percent per RCW 82.02.060. C 3. Provide that if the property or units are converted to a use other than for low-income housing, the property owner must pay the applicable impact fees in effect at the time of conversion; AMC 13.44.010 A. Sewer, stormwater and water general facility charges for building permits for low-income housing may be waived per RCW 35.92.380. C 3. Provide that if the property or units are converted to a use other than for low-income housing, the property owner must pay the applicable general facilities charges in effect at the time of conversion; B. ³Low-income housing´means housing with a monthly housing expense that is no greater than 30 percent of 80 percent of the median family income (defined by HUD) adjusted for family size, for Skagit County, as reported by the United States Department of Housing and Urban Development. CONDITIONS Page 3 of 3Printed by : Jennifer Watson on: 08/28/2026 08:58 AM City of Anacortes, WA COMMERCIAL BLD-2024-0168 2018 Washington State Energy Code – Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Prescriptive Path – Multifamily 2018 Washington State Energy Code-R 1 Project Information Contact Information Instructions: This multifamily project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. c "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R- 5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. e For single rafter- or joist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the exterior wall. f R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. g For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for climate zone 5 of ICC 400. h Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. All Climate Zones (Table R402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e Provide all information from the following tables as building permit drawings: Table R402.1 - Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. Multifamily (effective February 1, 2021) These requirements apply to Group R-2 buildings three stories or less in height above grade plane. Other Group R-2 buildings must comply with the commercial energy code. n/a n/a Ceiling e 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall c,h 10/15/21 int + TB 0.042 Slab d,f R-Value & Depth 10, 2 ft n/a Version 1.2 For Building Officials Only 11/17/23. NINA LEBARON, AIA nina@islandarchitecture.net SONIA APARTMENTS raniMGT@comcast.net 2018 Washington State Energy Code – Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington  Multifamily R2 Dwelling Unit: 4.5 credits Before selecting your credits on this Summary table, review the details in Table 406.3 (Multifamily), on page 3. Heating Options Fuel Normalization Descriptions Credits - select ONE heating option User Notes 1 Combustion heating minimum NAECAb 0.0 3 Electric resistance heat only - furnace or zonal -1.0 4 DHP with zonal electric resistance per option 3.4 na 5 All other heating systems -0.5 Energy Options Energy Credit Option Descriptions Credits - select ONE energy option from each category d 1.1 Efficient Building Envelope 0.5 1.2 Efficient Building Envelope 1.0 1.4 Efficient Building Envelope 1.0 1.5 Efficient Building Envelope 1.5 1.6 Efficient Building Envelope 2.0 1.7 Efficient Building Envelope 0.5 2.1 Air Leakage Control and Efficient Ventilation 1.0 2.2 Air Leakage Control and Efficient Ventilation 1.5 2.3 Air Leakage Control and Efficient Ventilation 2.0 2.4 Air Leakage Control and Efficient Ventilation 2.5 3.3a High Efficiency HVAC 1.0 3.4 High Efficiency HVAC 2.0 3.6a High Efficiency HVAC 3.0 5.1d Efficient Water Heating 0.5 5.2 Efficient Water Heating 0.5 5.3 Efficient Water Heating 1.0 5.4 Efficient Water Heating 2.0 5.5 Efficient Water Heating 2.5 5.6 Efficient Water Heating 3.0 6. 1e Renewable Electric Energy (3 credits max) 1.0 7.1 Appliance Package 1.5 Total Credits a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See Table R406.2 for full requirements and complete option descriptions. Prescriptive Path – Multifamily 2018 Washington State Energy Code-R 2 d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined 3.1a High Efficiency HVAC 1.0 2 Heat pumpc 1.0 Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) so as to achieve the following minimum number of credits: Multifamily (effective February 1, 2021) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) Summary (Table R406.2 and 406.3) 4.1 High Efficiency HVAC Distribution System 0.5 Clear Form Please print only pages 1 and 2 of this worksheet for submission to your building official. Calculate Total f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. X X X 4.5 Stormwater Review NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE STORMWATER MANAGEMENT PLAN A.3 6'-0" 10'-0" FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100'-1 1/8" ALLEY 90'-0" PROPERTYLINE 55'-1" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15'-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL +4493 1ST FLOOR + 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE 6x18 MOTORCYCLE 6x21 RECYCLING OVER-FLOW 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SIDE SETBACK 6' SIDEWALK 4'-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION 48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET Minimum Requirements #1 - #10. COMPLETE AND TALLY ALL SQUARE FOOTAGES 1. PROJECT IMPERVIOUS AREA – PROPOSED IMPROVEMENTS SQUARE FEET Proposed gravel driveway/parking Roof area of all proposed buildings Proposed decks, patios, covered porches, sports surfaces, etc. Area of all impervious surfaces created under an OPEN PERMIT/S Area of all impervious surfaces created within the PAST two years SUBTOTAL: (A) 2. REPLACED IMPERVIOUS AREA Area of existing impervious area within the footprint of new development (B) 3. EXISTING IMPERVIOUS SURFACES Area of all impervious surfaces existing OVER 2 years SUBTOTAL: (C) NEW IMPERVIOUS AREA = PROPOSED - REPLACED IMPERVIOUS: (A) - (B) TOTAL POST-PROJECT IMPERVIOUS AREA: (A) - (B) + (C) (D) TOTAL LAND DISTURBING ACTIVITY Areas to be cleared associated with proposed project, including landscaping. ELEMENT#1 BMP USING STAKES & ROPE (AND OR PLASTIC FENCING), MARK PERIMETER OF CONSTRUCTION LIMITS. PROTECT ALL TREES IN CLOSE PROXIMITY. ELEMENT#5 BMP ELEMENT#9 BMP Soil stockpiles must be stabilized from erosion by covering- mulch surrounding vegetation to prevent run-off with chipped site vegetation SEDIMENT BARRIER OF STRAW WATTLES (C235) DOWNSLOPE OF CONSTRUCTION SITE. ELEMENT#10 BMP ELEMENT#11 BMP ELEMENT#2 BMP Access points shall be stabilized with a pad of quarry spalls or crushed rock prior to traffic leaving the construction site to minimize the tracking of sediment onto public roads. ELEMENT#12 BMP ELEMENT#4 BMP ELEMENT#6 BMP ELEMENT#8 BMP: NA PROTECT ALL DRAIN INLETS- All sediment and street wash water shall not be allowed to enter storm drains -CRUSHED ROCK BASE FOR 75' TO PREVENT UPHILL MIGRATION- ELEMENT#3 BMP ELEMENT#7 BMP PROTECT DRAIN INLETS PROTECT SLOPES SEDIMENT CONTROLS CONTROL FLOW RATES MAINTAIN BMP(BEST MANAGEMENT PRACTICES): REPAIR TO ASSURE CONTINUED PERFORMANCE INSPECT WEEKLY IN DRY SEASON OR DAILY IN WET SEASON. MANAGE THE PROJECT- REVEGITATE .EXPOSED AREAS AND MAINTAIN EXISTING VEGETATION. STRAW BALES STRAW BALES Wetlands Protection For public facilities, a copy of the operation and maintenance manual shall be retained in the appropriate department. A log of maintenance activity that indicates what actions were taken shall be kept and be available for inspection by the County OR City. (UNDER BUILDING, under roof so does not count) 3036 1203 4239 EXISTING GRAVELED AREA INCLUDED AS IMPERVIOUS 4136 638 4796 4985 4158 (3229) TEMPORARY MATERIALS STAGING DURING CONSTRUCTION S E E S T O R M W A T E R M A N A G E M E N T P L A N I N A R C H I T E C T U R A L P L A N S E T . NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE MODEL SHOTS OF PROPOSED 8 UNIT MULTI- FAMILY A SONYA APARTMENTS WEST NORTH/WEST NORTH NORTH/EAST EAST SOUTH/EAST SOUTH/WEST SOUTH/WEST WEST PER AMC 19.63.040: C FACADE ARTICULATION FEATURES FOR THE ENTRY: A. DEFINED ENTRY B. WEATHER PROTECTION FEATURE E. CHANGE IN BUILDING MATERIAL VERTICAL BUILDING MODULATION MAX. INTERVAL LESS THEN 50' ROOFLINE MODULATION ON ALL SIDES-TYP. ADDRESS LETTERS ON ENTRY CROSS BEAM HEADER EXTEROR LIGHTING: ALL EXTERIOR LIGHTING TO BE IN-DIRECT- NO UP LIGHTING- TYP. 907 24TH SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS VERTICAL BUILDING MODULATION MAX. INTERVAL LESS THEN 50' VERTICAL BUILDING MODULATION MAX. INTERVAL LESS THEN 50' ROOF DECK FRONT EXTERIOR ELEVATION- NORTH SIDE Scale: 1/4" = 1'-0"3 40'-0" 29'-1" 9'-0" 9'-0" 9'-0" WEATHER PROTECTED ENTRY ROOF EXTENSION EXTERIOR LIGHTING FACING DOWN-TYP. 2 451416 202122241213 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE EXTERIOR ELEVATIONS- NORTH/SOUTH A.9 SIDING: VERTICAL METAL SIDING FACTORY FINISHED IN A LOW REFLECTIVE FINISH W/ TRIM EDGES ON 1ST FLOOR-TYP. SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS SIDING: VERTICALBOARD & BATT IN HARDIE PANELS ROOFING: TORCH DOWN REAR EXTERIOR ELEVATION- SOUTH SIDE Scale: 1/4" = 1'-0"2 39'-1" 29'-10" 9'-0" 9'-0" 9'-0" 2 5 14 2427 89 17 7'-6"GARBAGE SHED GARAGE ENTRY DECK DECK PROVIDE FACADE TRANSPARENCY CALCULATIONS (TABLE 19.61.070(B) & AMC 19.61.050) PATIO GARAGE ENTRYGARBAGE GARAGE ENTRY GARAGE ENTRY GARBAGE PATIO COVERED PATIO COVERED PATIO COMMON AREA ROOF DECK COVERED PATIOCOVERED PATIO DECKDECK DECK 9/11/24 NLB1 1 SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY 10/22/24 NLB2 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.0 BUS ROUTE MAP ANACORTES: FRONT-NORTH ELEVATION:REAR-SOUTH: ADDRESS: 907 24TH STREET TAX PARCEL: P57227 PROPERTY ID: 3788-010-004-0007 LEGAL DESCRIPTION:-(0.1400 ac) LOTS 3 AND 4, BLOCK 10, FIRST ADDITION TO THE CITY OF ANACORTES, SKAGIT CO., WASHINGTON, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 24, RECORDS OF SKAGIT COUNTY, WASHINGTON. Lot Acres: 0.1400 ac (5,997 SQ. FT.) QUARTER:SW SECTION:19 TOWNSHIP:35 RANGE:02 EXISITING Primary Prop Use: SINGLE FAMILY ON COMMERCIAL LOT PROPOSED: MULTI-FAMILY ZONING: COMMERCIAL (C) MINIMUM OPEN SPACE: 850 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT) MINIMUM LANDSCAPED AREA; 10% BLOCK FRONTAGE DESIGNATION: LANDSCAPED OCCUPANCY CLASS: R2 COMP PLAN: CONSTRUCTION TYPE: V BUILT: 1935 (SINGLE FAMILY RESIDENCE TO BE DEMOLISHED) 3 STORY MULTI FAMILY RESIDENCE: 7- 1 BEDROOM UNITS AND ONE - 2 BEDROOM UNIT, 8 PARKING SPACES COVERED. 1ST FLOOR GROSS= 806 SQ. FT. GROSS/net living=497 sq. ft. 2ND FLOOR= 3558 SQ. FT. GROSS/net living= 3241 sq. ft. 2ND FLOOR DECKS= 616 SQ. FT. 3RD FLOOR= 3071 SQ. FT. GROSS/ net living= 2893 sq. ft. 3RD FLOOR DECKS= 988 SQ. FT. 4TH FLOOR ROOF DECK= 560 SQ. FT. TOTAL= 7435 SQ. FT. gross / NET LIVING= 6617 SQ. FT. COVERED GARAGE= 3579 SQ. FT. TOTAL DECKS= 2164 SQ. FT. PARKING= 3579 SQ. FT. TOTAL IMPERVIOUS= 4678= 78%=LOT COVERAGE LANDSCAPED REQUIRED= 10%= 600 SQ. FT. TOTAL LANDCAPED PROPOSED= 1322 SQ. FT. TOTAL LANDSCAPED= 22% FRONT SETBACK: (10 feet ) SIDEYARD SETBACK: (5 FEET MINIMUM) REAR YARD SETBACK: (0 FEET) CONSTRUCTION TYPE: V - SLAB ON GRADE $ GARAGE NO MAXIMUM LOT COVERAGE (4375 COVERAGE/IMPERVIOUS)= 73% MAXIMUM HEIGHT= 40 FT.= BUILDING HEIGHT PROJECT DESCRIPTION: 1. BUILD 3 STORY MULTI-FAMILY BUILDING, OVER A PARKING GARAGE. ONE HANDICAP UNIT WILL BE PROVIDED. 7 UNITS THAT ARE 1 BEDROOM, 1 BATH UNITS AND 1 UNIT THAT IS 2 BEDROOMS. CONNECT UNITS WITH 2 STAIRCASES. 2. BUILD PARKING SPACES FOR 8 AND CONNECT TO ALLEY TO THE SOUTH. 3. EACH UNIT HAS OUTDOOR OPEN SPACE AND IS SPRINKLERED, INCLUDING THE GARAGE AND COVERED GARBAGE ENCLOSURE. OWNER: SONIA INC 1103 6TH ST ANACORTES, WA  98221 email: raniMGT@comcast.net ‭(360) 630-9188‬ ARCHITECT: NINA LE BARON, AIA ISLAND ARCHITECTURE 1905 Bay Place Anacortes, WA 98221 (360)-378-7647 email: nina@islandarchitecture.net SURVEYOR/CIVIL ENGINEER: DALE Herrigstad 4320 Whistle Lake Rd Anacortes WA 360-299-8804 email: Dale@Herrigstad.com ENGINEER: Tony Nesteruk, EIT JONES ENGINEERS, INC 4164 Meridian St. Suite 304 Bellingham WA 98226 ‭(360) 224-5378‬ CONTRACTOR: TO BE DETERMINED PARCEL MAP PROJECT INFO TABLE CONTACT INFOPROJECT AREA: FIDALGO ISLAND A.0- COVER SHEET A.1- SURVEY A.2- SITE PLANS A.3- STORMWATER PLAN A.4- LANDSCAPE PLAN A.5- 1ST FLOOR PLAN A.6- 2ND FLOOR PLAN A.7- 3RD FLOOR PLAN A.8- ROOF PLAN A.9- EXTERIOR ELEVATIONS- N/S A.10- EXTERIOR ELEVATIONS-E/W A.11- SECTIONS A.12- SECTIONS A.13- SECTIONS A.14- ELECTRICAL-1ST/2ND A.15- ELECTRICAL- 3RD/ROOF A.16- DOOR SCHEDULE A.17- WINDOW SCHEDULE A.18- DETAILS A.19- DETAILS C.1- CIVIL ENGINEER DRAINAGE C.2- CIVIL ENGINEER DRAINAGE C.3- CIVIL ENGINEER DETAILS S1.0- FOUNDATION PLAN S1.1- 2ND FLOOR/LOWER ROOF FRAMING S1.2- MAIN FLOOR SHEAR WALL S1.3- 3RD FLOOR FRAMING PLAN S1.4- 2ND FLOOR SHEARWALL S1.5- 3RD FLOOR & ROOF FRAMING PLAN S1.6- 3RD FLOOR SHEARWALL PLAN S1.7- TERRACE & ROOF FRAMING AND SHEARWALL S2.0- STRUCTURAL DETAILS S2.1- STRUCTURAL DETAILS S3.0- STRUCTURAL NOTES DRAWING INDEX WA STATE ENERGY CODE SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS= 6 CREDITS PROJECT LOCATION 1. This project is based on the requirements from the following applicable codes, and regardless of details shown on the drawings, all work must comply with them: Adopted Codes per AMC 19.14. 2018 WASHINGTON STATE ENERGY CODE 2018 Int ernational Building Code (IBC) and Amendments – Chapter 51-50 WAC 2018 International Residential Code (IRC) and Amendments – Chapter 51-51WAC 2018 International Mechanical Code (IMC) and Amendments – Chapter 51- 52 WAC 2018 International Fuel Gas Code (IFGC) and Amendments – Chapter 51-52 WAC 2018 International Property Maintenance Code (IPMC) 2018 International Existing Building Code (IEBC) 2018 International Energy Conservation Code (IECC) and Amendments –Chapter 51-11C & 51-11R WAC 2018 National Fuel Gas Code (NFPA 54) – Chapter 51-52 WAC 2018 Liquefied Petroleum Gas Code (NFPA 58) –Chapter 51-52 WAC 2018 Uniform Plumbing Code (UPC) and Amendments –Chapters 51-56, 51-57 WACElectrical - Chapter 296-46B WAC The Construction Administrative Code set forth in BMC 17.10.020 replaces the administrative chapters of the above adopted codes. 2018 International Fire Code (IFC) and Amendments – Chapter 51-54 WAC The IFC is adopted and amended per regulations set forth in BMC 17.20. 2. All dimensions and existing conditions will be checked and verified by the contractor before proceeding with work. These drawings are not intended to show the method and means of execution of the work. That is the responsibility of the Contractor hired to build this project. 3. Do not scale drawings. If in doubt of figured dimensions, ask the architect immediately. It is the responsibility of the General COntractor to review and familiarize with the contract docuements and site conditions prior to commencing with construction. If any conflict exists, it is the responsibility of the General Contractor to contact the Architect prior to execution. 4. All dimensions are face of framing or face of concrete unless otherwise noted. At furred out walls over concrete dimension note is to face of furring channels, unless otherwise noted. 5. All wood in contact with concrete shall be pressure preservitive treated. 6. Weather protections shall conform to AMC 19.14 Section 1402a. weather resistive barriers shall conform to ubc standard no. 14-1 for kraft paper and asphalt saturated felt. 7. All insulation shall conform with AMC 19.14 Section 101.3 for flame spread. all energy required insulation shall meet requirements of state codes. 8. All foam plastic insulation shall conform with AMC 19.14 Section 2606. 9. All piping, vents, and flues that penetrate the roof shall be located as per the roof plan and as approved by the architect, verify location prior to installation. 10. Coordinate all mechanical, plumbing, electrical devices with architectural interior elevations and lighting plan. 11. The address shall be posted so as to be clearly visible from the street in compliance with AMC 19.14. 12. Gas line schematic diagram and calculations and pipe sizing must be approved by the Building Official prior to requesting a rough plumbing inspection as per AMC 19.14 1209 and AMC 19.14 appendix 106.3.4.2. 13. CONTRACTOR TO ASSUME ALL LIABILITY FOR ALL WORK PROFORMED ON THIS PROJECT AND THAT IT MEETS ALL APPICABLE CODES. ALL WATER-PROOFING DETAILS SHALL BE GUARANTEED BY THEIR CONTRACT WITH THE OWNER. 14. Ownership of Drawings and Specifications of service are the Property of Island Architecture. Architect shall not be responsible for Owner supplied Documents. 15. Any waste materials shall be considered the property of the Contractor, unless claimed by the owner, and shall be disposed of away from the jobsite in accordance with applicable local, state and federal regulations. 16. During Construction, the Contractor shall be responsible for controlling noise, odors, dust, and debris to minimize impacts on the surrounding properties and roadways. PROJECT LOCATION GOOGLE MAP AERIAL: FRONT-NORTH /WEST: EXISTING HOUSE EXISTING HOUSE REAR-SOUTH/WEST: EXISTING HOUSE EXISTING HOUSE PROJECT NARRATIVE: Present;y, there is a single family residence that was built in 1935, with various small additions on the rear of the builidng. There is a small front porch, a main gable roof that runs East/West with an intersection gable facing the Street side (North side of the building). No garage, chainlink fence partially encompasses a small portion of the lot. The current site is devoid of any landscaping except for scrub grasses that have cropped up over the years thru the graveled site. The proposed plan is to develop the site for "Multi-Family Housing" for the Rental Market. There is a shortage of rental properties in Anacortes, and this location is a block from a bus top on Commercial Avenue. 8 units are planned with parking under the building on the 1st floor with a ground floor handicapped unit and parking. The 2nd floor has 4 - 1 Bedroom units. The 3rd floor has 3-1 Bedroom units. All units have access to open space directly off their units either thru enclosed ground level patio, to individual roof decking and patios. The project total size proposed on 3 floors is 7284 sq. ft. gross with a building footprint of 4688 sq. ft. Site Plan improvements include a front pedestrian sidewalk that indents for 3 guest parking spots, a landcaped front entry walkway and open space area with seatiing benches, and an enclosed private open space for the 1st floor handicap unit. Street trees are also proposed along with a front rain garden with native plantings to filter the roof water from atmospheric pollutants. The building has a defined welcoming public entry with a lobby for the tenant mailboxes and deliveries. Bicycle and motorcycle parking is provided in garage. Expected time of Occupancy is 2024-25. UNIT#1= 497 SQ. FT. UNIT#2= 800 SQ. FT. UNIT#3= 738 SQ. FT. UNIT#4=731 SQ. FT. UNIT#5= 878 SQ. FT. UNIT#6= 878 SQ. FT. UNIT#7= 828 SQ. FT. UNIT#8= 1188 SQ. FT. TOTAL NET = 6538 SQ. FT. GROSS 1ST= 864 GROSS 2ND= 3535 GROSS 3RD= 3071 TOTAL GROSS=7470 SQ. FT. email: tony@jonesengineers.us FIRE HYDRANT FIRE HYDRANT (AMC 19.61.070) (AMC 19.62.030.C) (COMMERCIAL C) AND 150 SQ. FT. PER 2 BDRM. UNIT (BLOCK FRONTAGE DESIGNATION : LANDSCAPED (AMC.19.61) 9/11/24 NLB1 1 1 1 1 1 1 1 1 1 1 10/22/24 NLB2 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SURVEY A.1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METER GAS METER ELEC. METER SEWER CONNECTION 612 SQ. FT.3156 SQ. FT.GRAVEL 3768 SQ. FT.TOTAL 930 SQ. FT. HARDSCAPE 3228 SQ. FT. GRAVEL 254254 654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0" 100'-0" 4'-10" 28'-5" 6'-0" 10'-0" FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100'-1 1/8" ALLEY 90'-0" PROPERTYLINE 55'-1" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15'-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL+4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE 6x18 MOTORCYCLE 6x21 RECYCLING OVER-FLOW 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SIDE SETBACK 6' SIDEWALK 4'-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS: GUEST PARKING TYPE OF USE AMA 19.64.030(B) MULTIFAMILY PARKING RATIO REQUIRED 1 PER 8 UNITS # UNITS 8 UNITS # PARKING SPACES 3 SPACES ON STREET OFF STREET PARKING PARKING MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED # UNITS 8 UNITS # PARKING SPACES 1 PER 1 UNIT 8 SPACES BICYCLE PARKING CALCULATIONS TYPE OF USE AMA 19.64.010 MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED .5 PER 10 UNITS 2 MINIMUM # PARKING SPACES 6 SPACES # UNITS 8 UNITS DENSITY AND USE CALCULATIONS: 6,000 SQ. FT. LOT COVERAGE CALCULATIONS: COMMERCIAL GROSS LOT SIZE BUILDING FOOTPRINT 4493 SQ. FT. % COVERAGE 75% BUILDING NET & GROSS AREAS GROSS -1 ST. NET -1 ST. 864 SQ. FT.GROSS -2 ND. NET -2 ND. GROSS -3RD. NET -3 RD. GROSS -TOTAL NET -TOTAL 3071 SQ. FT. 2894 SQ. FT.6538 SQ. FT. 3535 SQ. FT. 497 SQ. FT.3147 SQ. FT. 7470 SQ. FT. RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM. RANGE OF HEIGHTS: ALL WITHIN 3 STORY 19.78.030 GRADING Application requirements 1. NO SIGNIFICANT TREES EXIST 2. DEMOLITION OF EXISTING HOUSE AND EXCAVATION FOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OF DISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. LANDSCAPE/ OPEN SPACE CALCULATIONS: TYPE OF USE AMA 19.43.010.3(C) MULTIFAMILY LOT SIZE PRIVATE OPEN SPACE/BALCONIES The LANDSCAPE AREA must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT. 10% 599 SQ.FT. MINIMUM OPEN SPACE: 850 SQ. FT. (100 SQ. FT. PER 1 BR UNIT/150 2 BR) MINIMUM LANDSCAPED AREA:10% LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT. SHARED RESIDENTIAL OPEN SPACE 1ST FLOOR: 182 SQ. FT. ENTRY + ROOF DECK: 560 SQ. FT.= 742 SQ. FT. 1ST FLOOR: 100% OF GROUND LEVEL ADA REQ'D. OPEN SPACE= 1051 SQ. FT. 312 SQ. FT. 2ND FLOOR: 50% OF PRIVATE BALCONIES REQ'D. OPEN SPACE 620 /2=310 SQ. FT. TOTAL PRIVATE OPEN SPACE= 3RD FLOOR: 50% OF PRIVATE BALCONIES REQ'D. OPEN SPACE 857 /2=429 SQ. FT. 9/11/24 NLB1 1 1 9/11/24 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METER GAS METER ELEC. METER SEWER CONNECTION 612 SQ. FT.3156 SQ. FT. GRAVEL 3768 SQ. FT. TOTAL 930 SQ. FT. HARDSCAPE 3228 SQ. FT. GRAVEL 254254 654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0" 100'-0" 4'-10" 28'-5" 6'-0" 10'-0" FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100'-1 1/8" ALLEY 90'-0" PROPERTYLINE 55'-1" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15'-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL+4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE 6x18 MOTORCYCLE 6x21 RECYCLING OVER-FLOW 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SIDE SETBACK 6' SIDEWALK 4'-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS: GUEST PARKING TYPE OF USE AMA 19.64.030(B) MULTIFAMILY PARKING RATIO REQUIRED 1 PER 8 UNITS # UNITS 8 UNITS # PARKING SPACES 3 SPACES ON STREET OFF STREET PARKING PARKING MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED # UNITS 8 UNITS # PARKING SPACES 1 PER 1 UNIT 8 SPACES BICYCLE PARKING CALCULATIONS TYPE OF USE AMA 19.64.010 MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED .5 PER 10 UNITS 2 MINIMUM # PARKING SPACES 8 SPACES # UNITS 8 UNITS DENSITY AND USE CALCULATIONS: TYPE OF USE AMA 19.64.030(B) MULTIFAMILY GROSS LOT SIZE 6,000 SQ. FT. # UNITS 8 UNITS DENSITY MINIMUM: 3 DWELLING UNITS PER GROSS LOT COVERAGE CALCULATIONS: COMMERCIAL GROSS LOT SIZE BUILDING FOOTPRINT 6,000 SQ. FT. 4493 SQ. FT. % COVERAGE 75% BUILDING NET & GROSS AREAS GROSS -1 ST. NET -1 ST. 864 SQ. FT.GROSS -2 ND. NET -2 ND. GROSS -3RD. NET -3 RD. GROSS -TOTAL NET -TOTAL 3071 SQ. FT. 2894 SQ. FT.6538 SQ. FT. 3535 SQ. FT. 497 SQ. FT.3147 SQ. FT. 7470 SQ. FT. RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM. RANGE OF HEIGHTS: ALL WITHIN 3 STORY 19.78.030 GRADING Application requirements 1. NO SIGNIFICANT TREES EXIST 2. DEMOLITION OF EXISTING HOUSE AND EXCAVATION FOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OF DISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. OPEN SPACE CALCULATIONS: TYPE OF USE AMA 19.43.010.3(C) MULTIFAMILY LOT SIZE PRIVATE OPEN SPACE The open space(s) must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT. 10% 599 SQ.FT. MINIMUM OPEN SPACE: 800 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT) MINIMUM LANDSCAPED AREA:10% LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT. PUBLIC OPEN SPACE 1ST FLOOR: 182 SQ. FT. + ROOF DECK: 560 SQ. FT.= 742 SQ. FT. 1ST FLOOR: 306 SQ. FT., 2ND= 619, 3RD=857 TOTAL= 1782 SQ. FT. LANDSCAPED AREA SHARED USABLE RESIDENTIAL OPEN SPACE GROUND LEVEL INDIVIDUAL OUTDOOR SPACE & PRIVATE BALCONIES. 850 AND 150 SQ. FT. PER 2+ BDRM UNIT 42" 42" ALL OF THE REQUIRED OPEN SPACE FOR A UNIT MAY BE PROVIDED BY GROUND LEVEL OUTDOOR SPACE THAT IS ADJACENT AND DIRECTLY ACCESSIBLE TO THE SUBJECT UNIT HOWEVER, INDIVIDUAL GROUND LEVEL OPEN SPACE THAT IS IN EXCESS OF MINIMUM REQUIREMENTS CANNOT BE USED IN THE CALCULATIONS FOR DETERMINING THE MINIMUM USABLE OPEN SPACE REQUIREMENTS FOR OTHER UNITS IN THE DEVELOPMENT. UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY PRIVATE BALCONIES AND UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY SHARED ROOF DECKS. (AMC 19.62.040(B)) 100 200 175 850 SHARED ROOF DECK = 375 SQ. FT. 100% OF THE GROUND LEVEL, ADA, 1 BDRM, DWELLING UNIT'S REQUIRED OPEN SPACE. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY INDIVIDUAL BALCONIES. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY A SHARED ROOF DECK. 1.4 PER 2 BDRM UNIT SHORT-TERM BICYCLE PARKING = 0.5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 2 LONG-TERM BICYCLE PARKING = 5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 4 DENSITY MINIMUM = 15 DWELLING UNITS/GROSS ACRE, LOT SIZE = 60' x 100' = 6,000 + 1/2 ROW (40' x 60') = 8,400SF = 0.19 ACRES = 2.85 = 3 DWELLING UNITS MIN., PROPOSED = 8 ALL DUMPSTERS ARE REQUIRED TO BE OF A SIZE THAT CONTAINS WHEELS SO THEY MAY BE BROUGHT INTO THE ALLEY FOR PICK UP. 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S W E E N E Y R E S ID E N C E 1 4 1 7 S E R G IO S L A N E O A K H A R B O R , W A 9 8 2 7 7 P R O P E R T Y ID # 8 0 5 7 4 1 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S W E E N E Y R E S ID E N C E 1 4 1 7 S E R G IO S L A N E O A K H A R B O R , W A 9 8 2 7 7 P R O P E R T Y ID # 8 0 5 7 4 1 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S W E E N E Y R E S ID E N C E 1 4 1 7 S E R G IO S L A N E O A K H A R B O R , W A 9 8 2 7 7 P R O P E R T Y ID # 8 0 5 7 4 1 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S W E E N E Y R E S ID E N C E 1 4 1 7 S E R G IO S L A N E O A K H A R B O R , W A 9 8 2 7 7 P R O P E R T Y ID # 8 0 5 7 4 1 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S O N I A I N C A P A R T M E N T S 9 0 7 2 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 P A R C E L N U M B E R P 5 7 2 2 7 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METER GAS METER ELEC. METER SEWER CONNECTION 612 SQ. FT.3156 SQ. FT. GRAVEL 3768 SQ. FT. TOTAL 930 SQ. FT. HARDSCAPE 3228 SQ. FT. GRAVEL 254254 654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0" 1 0 0 '- 0 " 4'-10" 2 8 '- 5 " 6 '-0 " 1 0 '-0 " FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100 '-1 1/8" ALLEY 9 0'-0" PROPERTYLINE 55'-1" 24TH STREET LANDS C AP ED 463 S Q . F T PR O PE R TY LINE P R OP ERTYL IN E PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"1 0'-0" EXIT TO ALLEY COVERED GARAGE L ANDS C AP ED 5 00 S Q. F T. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15 '-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES S IDE SE TB ACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL +4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" B IC YC LE 6x18 M O TO R C Y C L E 6 x21 R E C Y C LIN G O V E R -F L O W 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SID E S ETBA C K 6' SIDEWALK 4 '-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SL OP E DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SL OP E PAVED APRON 3'-0" S LO PE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS: GUEST PARKING TYPE OF USE AMA 19.64.030(B) MULTIFAMILY PARKING RATIO REQUIRED 1 PER 8 UNITS # UNITS 8 UNITS # PARKING SPACES 3 SPACES ON STREET OFF STREET PARKING PARKING MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED # UNITS 8 UNITS # PARKING SPACES 1 PER 1 UNIT 8 SPACES BICYCLE PARKING CALCULATIONS TYPE OF USE AMA 19.64.010 MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED .5 PER 10 UNITS 2 MINIMUM # PARKING SPACES 8 SPACES # UNITS 8 UNITS DENSITY AND USE CALCULATIONS: TYPE OF USE AMA 19.64.030(B) MULTIFAMILY GROSS LOT SIZE 6,000 SQ. FT. # UNITS 8 UNITS DENSITY MINIMUM: 3 DWELLING UNITS PER GROSS LOT COVERAGE CALCULATIONS: COMMERCIAL GROSS LOT SIZE BUILDING FOOTPRINT 6,000 SQ. FT. 4493 SQ. FT. % COVERAGE 75% BUILDING NET & GROSS AREAS GROSS -1 ST. NET -1 ST. 864 SQ. FT.GROSS -2 ND. NET -2 ND. GROSS -3RD. NET -3 RD. GROSS -TOTAL NET -TOTAL 3071 SQ. FT. 2894 SQ. FT.6538 SQ. FT. 3535 SQ. FT. 497 SQ. FT.3147 SQ. FT. 7470 SQ. FT. RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM. RANGE OF HEIGHTS: ALL WITHIN 3 STORY 19.78.030 GRADING Application requirements 1. NO SIGNIFICANT TREES EXIST 2. DEMOLITION OF EXISTING HOUSE AND EXCAVATION FOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OF DISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. OPEN SPACE CALCULATIONS: TYPE OF USE AMA 19.43.010.3(C) MULTIFAMILY LOT SIZE PRIVATE OPEN SPACE The open space(s) must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT. 10% 599 SQ.FT. MINIMUM OPEN SPACE: 800 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT) MINIMUM LANDSCAPED AREA:10% LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT. PUBLIC OPEN SPACE 1ST FLOOR: 182 SQ. FT. + ROOF DECK: 560 SQ. FT.= 742 SQ. FT. 1ST FLOOR: 306 SQ. FT., 2ND= 619, 3RD=857 TOTAL= 1782 SQ. FT. LANDSCAPED AREA SHARED USABLE RESIDENTIAL OPEN SPACE GROUND LEVEL INDIVIDUAL OUTDOOR SPACE & PRIVATE BALCONIES. 850 AND 150 SQ. FT. PER 2+ BDRM UNIT 42" 42" ALL OF THE REQUIRED OPEN SPACE FOR A UNIT MAY BE PROVIDED BY GROUND LEVEL OUTDOOR SPACE THAT IS ADJACENT AND DIRECTLY ACCESSIBLE TO THE SUBJECT UNIT HOWEVER, INDIVIDUAL GROUND LEVEL OPEN SPACE THAT IS IN EXCESS OF MINIMUM REQUIREMENTS CANNOT BE USED IN THE CALCULATIONS FOR DETERMINING THE MINIMUM USABLE OPEN SPACE REQUIREMENTS FOR OTHER UNITS IN THE DEVELOPMENT. UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY PRIVATE BALCONIES AND UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY SHARED ROOF DECKS. (AMC 19.62.040(B)) 100 200 175 850 SHARED ROOF DECK = 375 SQ. FT. 100% OF THE GROUND LEVEL, ADA, 1 BDRM, DWELLING UNIT'S REQUIRED OPEN SPACE. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY INDIVIDUAL BALCONIES. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY A SHARED ROOF DECK. 1.4 PER 2 BDRM UNIT SHORT-TERM BICYCLE PARKING = 0.5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 2 LONG-TERM BICYCLE PARKING = 5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 4 DENSITY MINIMUM = 15 DWELLING UNITS/GROSS ACRE, LOT SIZE = 60' x 100' = 6,000 + 1/2 ROW (40' x 60') = 8,400SF = 0.19 ACRES = 2.85 = 3 DWELLING UNITS MIN., PROPOSED = 8 ALL DUMPSTERS ARE REQUIRED TO BE OF A SIZE THAT CONTAINS WHEELS SO THEY MAY BE BROUGHT INTO THE ALLEY FOR PICK UP. 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METER GAS METER ELEC. METER SEWER CONNECTION 612 SQ. FT.3156 SQ. FT. GRAVEL 3768 SQ. FT. TOTAL 930 SQ. FT. HARDSCAPE 3228 SQ. FT. GRAVEL 254254 654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0" 100'-0" 4'-10" 28'-5" 6'-0" 10'-0" FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100'-1 1/8" ALLEY 90'-0" PROPERTYLINE 55'-1" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15'-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL+4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE 6x18 MOTORCYCLE 6x21 RECYCLING OVER-FLOW 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SIDE SETBACK 6' SIDEWALK 4'-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS: GUEST PARKING TYPE OF USE AMA 19.64.030(B) MULTIFAMILY PARKING RATIO REQUIRED 1 PER 8 UNITS # UNITS 8 UNITS # PARKING SPACES 3 SPACES ON STREET OFF STREET PARKING PARKING MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED # UNITS 8 UNITS # PARKING SPACES 1 PER 1 UNIT 8 SPACES BICYCLE PARKING CALCULATIONS TYPE OF USE AMA 19.64.010 MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED .5 PER 10 UNITS 2 MINIMUM # PARKING SPACES 8 SPACES # UNITS 8 UNITS DENSITY AND USE CALCULATIONS: TYPE OF USE AMA 19.64.030(B) MULTIFAMILY GROSS LOT SIZE 6,000 SQ. FT. # UNITS 8 UNITS DENSITY MINIMUM: 3 DWELLING UNITS PER GROSS LOT COVERAGE CALCULATIONS: COMMERCIAL GROSS LOT SIZE BUILDING FOOTPRINT 6,000 SQ. FT. 4493 SQ. FT. % COVERAGE 75% BUILDING NET & GROSS AREAS GROSS -1 ST. NET -1 ST. 864 SQ. FT.GROSS -2 ND. NET -2 ND. GROSS -3RD. NET -3 RD. GROSS -TOTAL NET -TOTAL 3071 SQ. FT. 2894 SQ. FT.6538 SQ. FT. 3535 SQ. FT. 497 SQ. FT.3147 SQ. FT. 7470 SQ. FT. RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM. RANGE OF HEIGHTS: ALL WITHIN 3 STORY 19.78.030 GRADING Application requirements 1. NO SIGNIFICANT TREES EXIST 2. DEMOLITION OF EXISTING HOUSE AND EXCAVATION FOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OF DISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. OPEN SPACE CALCULATIONS: TYPE OF USE AMA 19.43.010.3(C) MULTIFAMILY LOT SIZE PRIVATE OPEN SPACE The open space(s) must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT. 10% 599 SQ.FT. MINIMUM OPEN SPACE: 800 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT) MINIMUM LANDSCAPED AREA:10% LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT. PUBLIC OPEN SPACE 1ST FLOOR: 182 SQ. FT. + ROOF DECK: 560 SQ. FT.= 742 SQ. FT. 1ST FLOOR: 306 SQ. FT., 2ND= 619, 3RD=857 TOTAL= 1782 SQ. FT. LANDSCAPED AREA SHARED USABLE RESIDENTIAL OPEN SPACE GROUND LEVEL INDIVIDUAL OUTDOOR SPACE & PRIVATE BALCONIES. 850 AND 150 SQ. FT. PER 2+ BDRM UNIT 42" 42" ALL OF THE REQUIRED OPEN SPACE FOR A UNIT MAY BE PROVIDED BY GROUND LEVEL OUTDOOR SPACE THAT IS ADJACENT AND DIRECTLY ACCESSIBLE TO THE SUBJECT UNIT HOWEVER, INDIVIDUAL GROUND LEVEL OPEN SPACE THAT IS IN EXCESS OF MINIMUM REQUIREMENTS CANNOT BE USED IN THE CALCULATIONS FOR DETERMINING THE MINIMUM USABLE OPEN SPACE REQUIREMENTS FOR OTHER UNITS IN THE DEVELOPMENT. UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY PRIVATE BALCONIES AND UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY SHARED ROOF DECKS. (AMC 19.62.040(B)) 100 200 175 850 SHARED ROOF DECK = 375 SQ. FT. 100% OF THE GROUND LEVEL, ADA, 1 BDRM, DWELLING UNIT'S REQUIRED OPEN SPACE. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY INDIVIDUAL BALCONIES. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY A SHARED ROOF DECK. 1.4 PER 2 BDRM UNIT SHORT-TERM BICYCLE PARKING = 0.5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 2 LONG-TERM BICYCLE PARKING = 5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 4 DENSITY MINIMUM = 15 DWELLING UNITS/GROSS ACRE, LOT SIZE = 60' x 100' = 6,000 + 1/2 ROW (40' x 60') = 8,400SF = 0.19 ACRES = 2.85 = 3 DWELLING UNITS MIN., PROPOSED = 8 ALL DUMPSTERS ARE REQUIRED TO BE OF A SIZE THAT CONTAINS WHEELS SO THEY MAY BE BROUGHT INTO THE ALLEY FOR PICK UP.1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE STORMWATER MANAGEMENT PLAN A.3 6'-0" 10'-0" FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100'-1 1/8" ALLEY 90'-0" PROPERTYLINE 55'-1" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15'-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL +4493 1ST FLOOR + 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE 6x18 MOTORCYCLE 6x21 RECYCLING OVER-FLOW 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SIDE SETBACK 6' SIDEWALK 4'-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION 48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET Minimum Requirements #1 - #10. COMPLETE AND TALLY ALL SQUARE FOOTAGES 1. PROJECT IMPERVIOUS AREA – PROPOSED IMPROVEMENTS SQUARE FEET Proposed gravel driveway/parking Roof area of all proposed buildings Proposed decks, patios, covered porches, sports surfaces, etc. Area of all impervious surfaces created under an OPEN PERMIT/S Area of all impervious surfaces created within the PAST two years SUBTOTAL: (A) 2. REPLACED IMPERVIOUS AREA Area of existing impervious area within the footprint of new development (B) 3. EXISTING IMPERVIOUS SURFACES Area of all impervious surfaces existing OVER 2 years SUBTOTAL: (C) NEW IMPERVIOUS AREA = PROPOSED - REPLACED IMPERVIOUS: (A) - (B) TOTAL POST-PROJECT IMPERVIOUS AREA: (A) - (B) + (C) (D) TOTAL LAND DISTURBING ACTIVITY Areas to be cleared associated with proposed project, including landscaping. ELEMENT#1 BMP USING STAKES & ROPE (AND OR PLASTIC FENCING), MARK PERIMETER OF CONSTRUCTION LIMITS. PROTECT ALL TREES IN CLOSE PROXIMITY. ELEMENT#5 BMP ELEMENT#9 BMP Soil stockpiles must be stabilized from erosion by covering- mulch surrounding vegetation to prevent run-off with chipped site vegetation SEDIMENT BARRIER OF STRAW WATTLES (C235) DOWNSLOPE OF CONSTRUCTION SITE. ELEMENT#10 BMP ELEMENT#11 BMP ELEMENT#2 BMP Access points shall be stabilized with a pad of quarry spalls or crushed rock prior to traffic leaving the construction site to minimize the tracking of sediment onto public roads. ELEMENT#12 BMP ELEMENT#4 BMP ELEMENT#6 BMP ELEMENT#8 BMP: NA PROTECT ALL DRAIN INLETS- All sediment and street wash water shall not be allowed to enter storm drains -CRUSHED ROCK BASE FOR 75' TO PREVENT UPHILL MIGRATION- ELEMENT#3 BMP ELEMENT#7 BMP PROTECT DRAIN INLETS PROTECT SLOPES SEDIMENT CONTROLS CONTROL FLOW RATES MAINTAIN BMP(BEST MANAGEMENT PRACTICES): REPAIR TO ASSURE CONTINUED PERFORMANCE INSPECT WEEKLY IN DRY SEASON OR DAILY IN WET SEASON. MANAGE THE PROJECT- REVEGITATE .EXPOSED AREAS AND MAINTAIN EXISTING VEGETATION. STRAW BALES STRAW BALES Wetlands Protection For public facilities, a copy of the operation and maintenance manual shall be retained in the appropriate department. A log of maintenance activity that indicates what actions were taken shall be kept and be available for inspection by the County OR City. (UNDER BUILDING, under roof so does not count) 3036 1203 4239 EXISTING GRAVELED AREA INCLUDED AS IMPERVIOUS 4136 638 4796 4985 4158 (3229) TEMPORARY MATERIALS STAGING DURING CONSTRUCTION FENCED INDIVIDUAL 160 SQ. FT. FRONT SETBACK 100'-0" ALLEY 90'-0 5/8" PROPERTYLINE 60'-0" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE W/ FENCE PROPERTYLINE W/ FENCE PROPERTYLINE POWER POLE STORM DRAIN LINE WATER LINE 5'-0" 5'-0" 5'-0" 5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 REF. ENTRY W/D (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-4" 11x18 5'-0" HC#1 HC 6'-9" 42'-4" 24'-4" 8x18 #7 9x18 #6 8x18 #8TRASH SHED ENCLOSURE (9'8"x6'8") 60'-0" 9x18 #2 #3 9x18 #49x18 #5 9x18 24'-6" 30'-10" 6'-5" MOTORCYCLE 6x21 MECH. BLOCK FRONTAGE DESIGNATION: LANDSCAPED USEABLE RESIDENTIAL OPEN SPACE CALCULATION: TYPE OF USE FROMAMC 19.62.040B MULTI-FAMILYDWELLING 1 BEDROOM OPEN SPACE RATIO 100 SQ. FT.PER UNIT # UNITS 8 OPEN SPACE REQUIRED 8OO SQ. FT. c. Balconies. Up to 50 percent of the required open space may be provided by private balconies, provided such spaces are at least 32 square feet in area, with no dimension less than four feet (not including railings), to provide a space usable for human activity. UNIT#1 100 SQ. FT. PER UNIT 160 SQ. FT. PATIO FENCED-only 100 sf. ft. counted-no bonus for more UNIT#2 100 SQ. FT. PER UNIT UNIT#3 100 SQ. FT.PER UNIT 83 SQ. FT. PATIO -only 50 sq. ft. counted UNIT#4 100 SQ. FT.PER UNIT UNIT#5 100 SQ. FT.PER UNIT UNIT#6 100 SQ. FT.PER UNIT UNIT#7 100 SQ. FT.PER UNIT UNIT#8 100 SQ. FT.PER UNIT 185 SQ. FT. PATIO -only 50 sq. ft. counted 185 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 108 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 150 SQ. FT. PATIO -only 50 sq. ft. counted 560 SQ. FT. COMMON ROOF DECK 450 TOTAL-800= 350 NEEDED ENTRY COMMON OPEN SPACE 182 TOTAL ROOF COMMON OPEN SPACE TOTAL COMMON OPEN SPACE 813 SQ. FT. PARKING LOT LIGHTING: CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WATERPROOF COVERED OUTLET 240 VOLT OUTLET HOSE BIBHB WP LANDSCAPE BUFFERS: HB HBPROVIDE TEMP. LANDCAPE IRREGATION WHILE PLANTINGS ARE GETTING ESTABLISHED LANDSCAPE CALCULATIONS: GROSS SITE AREA 5,997 SQ. FT. % OF SITE AREA TO BE LANDSCAPED PER AMC 19.42.020-030 10% OR 599 SQ. FT. WIDTH OF PLANTINGSTRIP LOCATEDALONG PUBLIC STREET 6'-6" FT. BLOCK FRONTAGELANDCAPING "LANDSCAPED" BLOCK FRONTAGE 10' WIDE LANDSCAPED AREA (MINUS SIDEWALK=6'-6")60 LINEAL FT. OF FRONTAGE=3 STREET TREES ENCLOSED PARKINGAREA UNDERBUILDING-NOLANDCAPING IN PARKING AREA. PARKING PERIMETER IS 5'TO LOT LINE GRADING CALCULATIONS: 37683768 LAND DISTURBANCE TOTAL AREA OF LAND DISTURBING ACTIVITIES TOTAL SQ. FT. 4985 HARD SURFACE AREA CALCULATIONS NON POLLUTION GENERA- TING HARD SURFACES EXISTING REMOVED REPLACED NEW SITE SIZE 6000 EXISTING IMPERVIOUSSURFACE COVERAGE 62% PROPOSED IMPERVIOUS SURFACE COVERAGE 322 GRADING QUANTITIES: IMPORTED FILL: TOTAL SQ. FT. CUBIC YARDS 166 EXCAVATED CUT:166 TOTAL CUT & FILL: (103 SQ. FT. HARDSCAPED) (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" 6'-6" 83% 4985 1217 WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON WATERMETER GUEST PARKING SIDE SETBACK ELEV. +45.84" 3'3" RETAINING WALL W/ 6' FENCE ABOVE DN- 6" R, 15" T LANDSCAPE PLAN Scale: 1:1001 LANDSCAPE KEY FOR PLANTING BEDS PLANT MATERIAL KEY TYPE OF LANDSCAPE MATERIAL COMMON/BOTANICAL NAME NUMBER SIZE 36 35 12 12 DECIDUOUS TREE 3 4" DECIDUOUS SHRUB (N) BLUEBERRY-Vaccinium corymbosum 20 2 gallon 2 2 2 2 2 soil mix "3 way topsoil", PLANTING DEPTH/WIDTH AS RECOMMENDED FOR EACH VARITY W/ 2" BARK MULCH 40 135 Total PLANTING SPECIFICATION: GROUND COVERGROUND COVER 1 gallon DRAUGHT TOLLERANT 21 -SEE RAIN GARDEN DETAILS ON SHEET A.3 FENCED INDIVIDUAL 160 SQ. FT. FRONT SETBACK 100'-0" ALLEY 90'-0 5/8" PROPERTYLINE 60'-0" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE W/ FENCE PROPERTYLINE W/ FENCE PROPERTYLINE POWER POLE STORM DRAIN LINE WATER LINE 5'-0" 5'-0" 5'-0" 5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 REF. ENTRY W/D 15'-7" (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK SIDE SETBACK 24'-4" MAILROOM 24'-4" 11x18 5'-0" HC#1 HC 6'-9" 42'-4" 24'-4" 8x18 #7 9x18 #6 8x18 #8TRASH SHED ENCLOSURE (9'8"x6'8") 60'-0" 9x18 #2 #3 9x18 #49x18 #5 9x18 24'-6" 30'-10" 6'-5" MOTORCYCLE 6x21 MECH. 6'-0" GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED USEABLE RESIDENTIAL OPEN SPACE CALCULATION: TYPE OF USE FROMAMC 19.62.040B MULTI-FAMILY DWELLING1 BEDROOM OPEN SPACE RATIO 100 SQ. FT.PER UNIT # UNITS 8 OPEN SPACE REQUIRED 8OO SQ. FT. c. Balconies. Up to 50 percent of the required open space may be provided by private balconies, provided such spaces are at least 32 square feet in area, with no dimension less than four feet (not including railings), to provide a space usable for human activity. UNIT#1 100 SQ. FT. PER UNIT 160 SQ. FT. PATIO FENCED-only 100 sf. ft.counted-no bonus for more UNIT#2 100 SQ. FT. PER UNIT UNIT#3 100 SQ. FT.PER UNIT 83 SQ. FT. PATIO -only 50 sq. ft. counted UNIT#4 100 SQ. FT. PER UNIT UNIT#5 100 SQ. FT. PER UNIT UNIT#6 100 SQ. FT.PER UNIT UNIT#7 100 SQ. FT.PER UNIT UNIT#8 100 SQ. FT.PER UNIT 185 SQ. FT. PATIO -only 50 sq. ft. counted 185 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 108 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 150 SQ. FT. PATIO -only 50 sq. ft. counted 560 SQ. FT. COMMON ROOF DECK 450 TOTAL-800= 350 NEEDED ENTRY COMMON OPEN SPACE 182 TOTAL ROOF COMMON OPEN SPACE TOTAL COMMON OPEN SPACE 813 SQ. FT. PARKING LOT LIGHTING: CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WATERPROOF COVERED OUTLET 240 VOLT OUTLET HOSE BIBHB WP LANDSCAPE BUFFERS: HB HBPROVIDE TEMP. LANDCAPE IRREGATION WHILE PLANTINGS ARE GETTING ESTABLISHED LANDSCAPE CALCULATIONS: GROSS SITE AREA 5,997 SQ. FT. % OF SITE AREA TO BE LANDSCAPEDPER AMC 19.42.020-030 10% OR 599 SQ. FT. WIDTH OF PLANTING STRIP LOCATEDALONG PUBLIC STREET 6'-6" FT. BLOCK FRONTAGELANDCAPING "LANDSCAPED" BLOCK FRONTAGE10' WIDE LANDSCAPED AREA (MINUS SIDEWALK=6'-6")60 LINEAL FT. OF FRONTAGE=3 STREET TREES ENCLOSED PARKING AREA UNDERBUILDING-NO LANDCAPING IN PARKING AREA. PARKINGPERIMETER IS 5'TO LOT LINE GRADING CALCULATIONS: 37683768 LAND DISTURBANCE TOTAL AREA OF LAND DISTURBING ACTIVITIES TOTAL SQ. FT. 4985 HARD SURFACE AREA CALCULATIONS NON POLLUTION GENERA- TING HARD SURFACES EXISTING REMOVED REPLACED NEW SITE SIZE 6000 EXISTING IMPERVIOUS SURFACE COVERAGE 62% PROPOSED IMPERVIOUS SURFACE COVERAGE 322 GRADING QUANTITIES: IMPORTED FILL: TOTAL SQ. FT. CUBIC YARDS 166 EXCAVATED CUT:166 TOTAL CUT & FILL: (103 SQ. FT. HARDSCAPED) (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" 6'-6" 83% 4985 1217 WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON LANDSCAPE PLAN Scale: 1:1001 LANDSCAPE KEY FOR PLANTING BEDS PLANT MATERIAL KEY TYPE OF LANDSCAPE MATERIAL COMMON/BOTANICAL NAME NUMBER SIZE 36 35 12 12 DECIDUOUS TREE (N) APPLE TREE-Malus domestica 3 4" DECIDUOUS SHRUB (N) BLUEBERRY-Vaccinium corymbosum 20 2 gallon 2 2 2 2 2 soil mix "3 way topsoil", PLANTING DEPTH/WIDTH AS RECOMMENDED FOR EACH VARITY W/ 2" BARK MULCH 40 135 Total PLANTING SPECIFICATION: GROUND COVERGROUND COVER 1 gallon DRAUGHT TOLLERANT Bleeding heart (Dicentra formosa), wild lily-of-the-valley (Maianthemum dilatatum), three-leaf foamflower (Tiarella trifoliata), all of which are Washington natives 21 -SEE RAIN GARDEN DETAILS ON SHEET A.3 PLANT 3 APPLE TREES- MALUS DOMESTICA OR SIM. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE LANDSCAPE PLANS/OPEN SPACE CALCS. A.4 1502 BEDROOMS 7007 75 475 850 375 DOES NOT MEET THE INTENT NOR STANDARDS FOR SHARED OPEN SPACE. 560 STREET TREES MUST BE FROM THE CITY'S APPROVED STREET TREE LIST. CONSIDERATION MUST BE MADE FOR EXISTING SOIL TYPE AND DEPTH, THE AMOUNT OF MAINTENANCE REQUIRED, SPACING, EXPOSURE TO SUN AND WIND, THE SLOPE AND CONTOURS OF THE SITE, WATER CONSERVATION, SOIL INFILTRATION CAPACITY, AND THE IMPACT OF LANDSCAPING ON VISIBILITY OF THE SITE FOR PURPOSES OF PUBLIC SAFETY AND SUURVEILLANCE. UNACCEPTABLE TREE SPECIES FOR STREET TREES LOCATED IN THE PUBLIC RIGHT-OF-WAY. CHOOSE A TREE FROM THE CITY'S LIST OF ACCEPTABLE STREET TREES. ALL AREAS BETWEEN THE SIDEWALK AND THE BUILDING MUST CONTAIN TYPES B, C, OR D LANDSCAPING (AS DEFINED IN AMC 19.65.060). THIS PLAN DOES NOT SATISFY THIS REQUIREMENT. (TABLE 19.61.070(B)) IN MEETING THE MINIMUM REQUIREMENTS OF "LANDSCAPED AREAS", PERENNIALS CAN BE UTILIZED IN TYPE D LANDSCAPING ONLY. USE OF PERENNIALS ARE TO ENHANCE LANDSCAPING, NOT TO SATISFY MINIMUM REQUIREMENTS AS THEY DO NOT PROVIDE YEAR ROUND COVER AND THUS DO NOT MEET THE DEFINITION OF "LANDSCAPED AREAS". ARCHITECTURAL SITE PLAN SHALL SHOW THE CORRECT FRONTAGE IMPROVEMENTS ON ALL SHEETS. CIVIL SITE PLAN, ARCHITECTURAL SITE PLAN, AND LANDSCAPE PLAN SHALL NOT SHOW DIFFERENT PROPOSED INFRASTRUCTURE. WHAT IS THIS POINTING TO? ARE "V" CURBS PROPOSED? A TEMPORARY IRRIGATION SYSTEM WILL SERVE THE PROPOSED LANDSCAPE AREA, PROVIDED THE APPLICANT CAN SUCCESSFULLY DEMONSTRATE THAT THE PROPOSED TEMPORARY IRRIGATION SYSTEM WILL PROVIDE SUFFICIENT WATER TO ENSURE THAT THE PLANT MATERIALS TO BE PLANTED WILL SURVIVE INSTALLATION AND, ONCE ESTABLISHED, WILL SURVIVE WITHOUT WATERING OTHER THAN NATURAL RAINFALL. MORE INFORMATION IS NEEDED ON HOW THE TEMPORARY IRRIGATION SYSTEM WILL SATISFY THIS REQUIREMENT. CORNUS ALTERNIFOLIA (PAGODA DOGWOOD) LOBULARIA MARITIMA WONDERLAND DEEP PURPLE NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE LANDSCAPE PLANS/OPEN SPACE CALCS. A.4SITE CROSS SECTION- NORTH SIDE Scale: 1:1002 33'-11" 12 2.1 29'-1" 9'-0" 9'-0" 9'-0" - 5'-0" 9/11/24 NLB1 1 FENCED INDIVIDUAL 160 SQ. FT. FRONT SETBACK 100'-0" ALLEY 90'-0 5/8" PROPERTYLINE 60'-0" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE W/ FENCE PROPERTYLINE W/ FENCE PROPERTYLINE POWER POLE STORM DRAIN LINE WATER LINE 5'-0" 5'-0" 5'-0" 5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 REF. ENTRY W/D 15'-7" (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK SIDE SETBACK 24'-4" MAILROOM 24'-4" 11x18 5'-0" HC#1 HC 6'-9" 42'-4" 24'-4" 8x18 #7 9x18 #6 8x18 #8TRASH SHED ENCLOSURE (9'8"x6'8") 60'-0" 9x18 #2 #3 9x18 #49x18 #5 9x18 24'-6" 30'-10" 6'-5" MOTORCYCLE 6x21 MECH. 6'-0" GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED USEABLE RESIDENTIAL OPEN SPACE CALCULATION: TYPE OF USE FROMAMC 19.62.040B MULTI-FAMILYDWELLING 1 BEDROOM OPEN SPACE RATIO 100 SQ. FT.PER UNIT # UNITS 8 OPEN SPACE REQUIRED 8OO SQ. FT. c. Balconies. Up to 50 percent of the required open space may be provided by private balconies, provided such spaces are at least 32 square feet in area, with no dimension less than four feet (not including railings), to provide a space usable for human activity. UNIT#1 100 SQ. FT.PER UNIT 160 SQ. FT. PATIO FENCED-only 100 sf. ft. counted-no bonus for more UNIT#2 100 SQ. FT. PER UNIT UNIT#3 100 SQ. FT.PER UNIT 83 SQ. FT. PATIO -only 50 sq. ft. counted UNIT#4 100 SQ. FT.PER UNIT UNIT#5 100 SQ. FT.PER UNIT UNIT#6 100 SQ. FT.PER UNIT UNIT#7 100 SQ. FT.PER UNIT UNIT#8 100 SQ. FT.PER UNIT 185 SQ. FT. PATIO -only 50 sq. ft. counted 185 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 108 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 150 SQ. FT. PATIO -only 50 sq. ft. counted 560 SQ. FT. COMMON ROOF DECK 450 TOTAL-800= 350 NEEDED ENTRY COMMON OPEN SPACE 182 TOTAL ROOF COMMON OPEN SPACE TOTAL COMMON OPEN SPACE 813 SQ. FT. PARKING LOT LIGHTING: CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WATERPROOF COVERED OUTLET 240 VOLT OUTLET HOSE BIBHB WP LANDSCAPE BUFFERS: HB HBPROVIDE TEMP. LANDCAPE IRREGATION WHILE PLANTINGS ARE GETTING ESTABLISHED LANDSCAPE CALCULATIONS: GROSS SITE AREA 5,997 SQ. FT. % OF SITE AREA TO BE LANDSCAPED PER AMC 19.42.020-030 10% OR 599 SQ. FT. WIDTH OF PLANTINGSTRIP LOCATEDALONG PUBLIC STREET 6'-6" FT. BLOCK FRONTAGE LANDCAPING "LANDSCAPED" BLOCK FRONTAGE 10' WIDE LANDSCAPED AREA (MINUS SIDEWALK=6'-6")60 LINEAL FT. OF FRONTAGE=3 STREET TREES ENCLOSED PARKING AREA UNDERBUILDING-NOLANDCAPING IN PARKING AREA. PARKING PERIMETER IS 5'TO LOT LINE GRADING CALCULATIONS: 37683768 LAND DISTURBANCE TOTAL AREA OF LAND DISTURBING ACTIVITIES TOTAL SQ. FT. 4985 HARD SURFACE AREA CALCULATIONS NON POLLUTION GENERA- TING HARD SURFACES EXISTING REMOVED REPLACED NEW SITE SIZE 6000 EXISTING IMPERVIOUSSURFACE COVERAGE 62% PROPOSED IMPERVIOUS SURFACE COVERAGE 322 GRADING QUANTITIES: IMPORTED FILL: TOTAL SQ. FT. CUBIC YARDS 166 EXCAVATED CUT:166 TOTAL CUT & FILL: (103 SQ. FT. HARDSCAPED) (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" 6'-6" 83% 4985 1217 WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON LANDSCAPE PLAN Scale: 1:1001 LANDSCAPE KEY FOR PLANTING BEDS PLANT MATERIAL KEY TYPE OF LANDSCAPE MATERIAL COMMON/BOTANICAL NAME NUMBER SIZE 36 35 12 12 DECIDUOUS TREE (N) APPLE TREE-Malus domestica 3 4" DECIDUOUS SHRUB (N) BLUEBERRY-Vaccinium corymbosum 20 2 gallon 2 2 2 2 2 soil mix "3 way topsoil", PLANTING DEPTH/WIDTH AS RECOMMENDED FOR EACH VARITY W/ 2" BARK MULCH 40 135 Total PLANTING SPECIFICATION: GROUND COVERGROUND COVER 1 gallon DRAUGHT TOLLERANT Bleeding heart (Dicentra formosa), wild lily-of-the-valley (Maianthemum dilatatum), three-leaf foamflower (Tiarella trifoliata), all of which are Washington natives 21 -SEE RAIN GARDEN DETAILS ON SHEET A.3 PLANT 3 APPLE TREES- MALUS DOMESTICA OR SIM. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE LANDSCAPE PLANS/OPEN SPACE CALCS. A.4 1502 BEDROOMS 7007 75 475 850 375 DOES NOT MEET THE INTENT NOR STANDARDS FOR SHARED OPEN SPACE. 560 STREET TREES MUST BE FROM THE CITY'S APPROVED STREET TREE LIST. CONSIDERATION MUST BE MADE FOR EXISTING SOIL TYPE AND DEPTH, THE AMOUNT OF MAINTENANCE REQUIRED, SPACING, EXPOSURE TO SUN AND WIND, THE SLOPE AND CONTOURS OF THE SITE, WATER CONSERVATION, SOIL INFILTRATION CAPACITY, AND THE IMPACT OF LANDSCAPING ON VISIBILITY OF THE SITE FOR PURPOSES OF PUBLIC SAFETY AND SUURVEILLANCE. UNACCEPTABLE TREE SPECIES FOR STREET TREES LOCATED IN THE PUBLIC RIGHT-OF-WAY. CHOOSE A TREE FROM THE CITY'S LIST OF ACCEPTABLE STREET TREES. ALL AREAS BETWEEN THE SIDEWALK AND THE BUILDING MUST CONTAIN TYPES B, C, OR D LANDSCAPING (AS DEFINED IN AMC 19.65.060). THIS PLAN DOES NOT SATISFY THIS REQUIREMENT. (TABLE 19.61.070(B)) IN MEETING THE MINIMUM REQUIREMENTS OF "LANDSCAPED AREAS", PERENNIALS CAN BE UTILIZED IN TYPE D LANDSCAPING ONLY. USE OF PERENNIALS ARE TO ENHANCE LANDSCAPING, NOT TO SATISFY MINIMUM REQUIREMENTS AS THEY DO NOT PROVIDE YEAR ROUND COVER AND THUS DO NOT MEET THE DEFINITION OF "LANDSCAPED AREAS". ARCHITECTURAL SITE PLAN SHALL SHOW THE CORRECT FRONTAGE IMPROVEMENTS ON ALL SHEETS. CIVIL SITE PLAN, ARCHITECTURAL SITE PLAN, AND LANDSCAPE PLAN SHALL NOT SHOW DIFFERENT PROPOSED INFRASTRUCTURE. WHAT IS THIS POINTING TO? ARE "V" CURBS PROPOSED? A TEMPORARY IRRIGATION SYSTEM WILL SERVE THE PROPOSED LANDSCAPE AREA, PROVIDED THE APPLICANT CAN SUCCESSFULLY DEMONSTRATE THAT THE PROPOSED TEMPORARY IRRIGATION SYSTEM WILL PROVIDE SUFFICIENT WATER TO ENSURE THAT THE PLANT MATERIALS TO BE PLANTED WILL SURVIVE INSTALLATION AND, ONCE ESTABLISHED, WILL SURVIVE WITHOUT WATERING OTHER THAN NATURAL RAINFALL. MORE INFORMATION IS NEEDED ON HOW THE TEMPORARY IRRIGATION SYSTEM WILL SATISFY THIS REQUIREMENT. 1 1 1 1 REFER TO CIVIL DRAWINGS FOR ALL INFO THAT IS TOO CONFUSING TO ADD TO THE LANDSCASPE DRAWINGS THAT ARE INTENDED TO ILLUSTRATE THE LANDSCAPING ONLY. FENCED INDIVIDUAL 160 SQ. FT. FRONT SETBACK 100'-0" ALLEY 90'-0 5/8" PROPERTYLINE 60'-0" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE W/ FENCE PROPERTYLINE W/ FENCE PROPERTYLINE POWER POLE STORM DRAIN LINE WATER LINE 5'-0" 5'-0" 5'-0" 5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 REF. ENTRY W/D 15'-7" (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK SIDE SETBACK 24'-4" MAILROOM 24'-4" 11x18 5'-0" HC#1 HC 6'-9" 42'-4" 24'-4" 8x18 #7 9x18 #6 8x18 #8TRASH SHED ENCLOSURE (9'8"x6'8") 60'-0" 9x18 #2 #3 9x18 #49x18 #5 9x18 24'-6" 30'-10" 6'-5" MOTORCYCLE 6x21 MECH. 6'-0" GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED USEABLE RESIDENTIAL OPEN SPACE CALCULATION: TYPE OF USE FROMAMC 19.62.040B MULTI-FAMILYDWELLING1 BEDROOM OPEN SPACE RATIO 100 SQ. FT. PER UNIT # UNITS 8 OPEN SPACE REQUIRED 8OO SQ. FT. c. Balconies. Up to 50 percent of the required open space may be provided by private balconies, provided such spaces are at least 32 square feet in area, with no dimension less than four feet (not including railings), to provide a space usable for human activity. UNIT#1 100 SQ. FT. PER UNIT 160 SQ. FT. PATIO FENCED-only 100 sf. ft.counted-no bonus for more UNIT#2 100 SQ. FT.PER UNIT UNIT#3 100 SQ. FT. PER UNIT 83 SQ. FT. PATIO -only 50 sq. ft. counted UNIT#4 100 SQ. FT.PER UNIT UNIT#5 100 SQ. FT.PER UNIT UNIT#6 100 SQ. FT.PER UNIT UNIT#7 100 SQ. FT.PER UNIT UNIT#8 100 SQ. FT. PER UNIT 185 SQ. FT. PATIO -only 50 sq. ft. counted 185 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 108 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 150 SQ. FT. PATIO -only 50 sq. ft. counted 560 SQ. FT. COMMON ROOF DECK 450 TOTAL-800= 350 NEEDED ENTRY COMMON OPEN SPACE 182 TOTAL ROOF COMMON OPEN SPACE TOTAL COMMON OPEN SPACE 813 SQ. FT. PARKING LOT LIGHTING: CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WATERPROOF COVERED OUTLET 240 VOLT OUTLET HOSE BIBHB WP LANDSCAPE BUFFERS: HB HBPROVIDE TEMP. LANDCAPE IRREGATION WHILE PLANTINGS ARE GETTING ESTABLISHED LANDSCAPE CALCULATIONS: GROSS SITE AREA 5,997 SQ. FT. % OF SITE AREA TO BE LANDSCAPEDPER AMC 19.42.020-030 10% OR 599 SQ. FT. WIDTH OF PLANTING STRIP LOCATEDALONG PUBLIC STREET 6'-6" FT. BLOCK FRONTAGELANDCAPING "LANDSCAPED" BLOCK FRONTAGE10' WIDE LANDSCAPED AREA (MINUS SIDEWALK=6'-6") 60 LINEAL FT. OF FRONTAGE=3 STREET TREES ENCLOSED PARKINGAREA UNDER BUILDING-NOLANDCAPING IN PARKING AREA. PARKINGPERIMETER IS 5' TO LOT LINE GRADING CALCULATIONS: 37683768 LAND DISTURBANCE TOTAL AREA OF LAND DISTURBING ACTIVITIES TOTAL SQ. FT. 4985 HARD SURFACE AREA CALCULATIONS NON POLLUTION GENERA-TING HARD SURFACES EXISTING REMOVED REPLACED NEW SITE SIZE 6000 EXISTING IMPERVIOUS SURFACE COVERAGE 62% PROPOSED IMPERVIOUSSURFACE COVERAGE 322 GRADING QUANTITIES: IMPORTED FILL: TOTAL SQ. FT. CUBIC YARDS 166 EXCAVATED CUT:166 TOTAL CUT & FILL: (103 SQ. FT. HARDSCAPED) (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" 6'-6" 83% 4985 1217 WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON LANDSCAPE PLAN Scale: 1:1001 LANDSCAPE KEY FOR PLANTING BEDS PLANT MATERIAL KEY TYPE OF LANDSCAPE MATERIAL COMMON/BOTANICAL NAME NUMBER SIZE 36 35 12 12 DECIDUOUS TREE (N) APPLE TREE-Malus domestica 3 4" DECIDUOUS SHRUB (N) BLUEBERRY-Vaccinium corymbosum 20 2 gallon 2 2 2 2 2 soil mix "3 way topsoil", PLANTING DEPTH/WIDTH AS RECOMMENDED FOR EACH VARITY W/ 2" BARK MULCH 40 135 Total PLANTING SPECIFICATION: GROUND COVERGROUND COVER 1 gallon DRAUGHT TOLLERANT Bleeding heart (Dicentra formosa), wild lily-of-the-valley (Maianthemum dilatatum), three-leaf foamflower (Tiarella trifoliata), all of which are Washington natives 21 -SEE RAIN GARDEN DETAILS ON SHEET A.3 PLANT 3 APPLE TREES- MALUS DOMESTICA OR SIM. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE LANDSCAPE PLANS/OPEN SPACE CALCS. A.4 1502 BEDROOMS 7007 75 475 850 375 DOES NOT MEET THE INTENT NOR STANDARDS FOR SHARED OPEN SPACE. 560 STREET TREES MUST BE FROM THE CITY'S APPROVED STREET TREE LIST. CONSIDERATION MUST BE MADE FOR EXISTING SOIL TYPE AND DEPTH, THE AMOUNT OF MAINTENANCE REQUIRED, SPACING, EXPOSURE TO SUN AND WIND, THE SLOPE AND CONTOURS OF THE SITE, WATER CONSERVATION, SOIL INFILTRATION CAPACITY, AND THE IMPACT OF LANDSCAPING ON VISIBILITY OF THE SITE FOR PURPOSES OF PUBLIC SAFETY AND SUURVEILLANCE. UNACCEPTABLE TREE SPECIES FOR STREET TREES LOCATED IN THE PUBLIC RIGHT-OF-WAY. CHOOSE A TREE FROM THE CITY'S LIST OF ACCEPTABLE STREET TREES. ALL AREAS BETWEEN THE SIDEWALK AND THE BUILDING MUST CONTAIN TYPES B, C, OR D LANDSCAPING (AS DEFINED IN AMC 19.65.060). THIS PLAN DOES NOT SATISFY THIS REQUIREMENT. (TABLE 19.61.070(B)) IN MEETING THE MINIMUM REQUIREMENTS OF "LANDSCAPED AREAS", PERENNIALS CAN BE UTILIZED IN TYPE D LANDSCAPING ONLY. USE OF PERENNIALS ARE TO ENHANCE LANDSCAPING, NOT TO SATISFY MINIMUM REQUIREMENTS AS THEY DO NOT PROVIDE YEAR ROUND COVER AND THUS DO NOT MEET THE DEFINITION OF "LANDSCAPED AREAS". ARCHITECTURAL SITE PLAN SHALL SHOW THE CORRECT FRONTAGE IMPROVEMENTS ON ALL SHEETS. CIVIL SITE PLAN, ARCHITECTURAL SITE PLAN, AND LANDSCAPE PLAN SHALL NOT SHOW DIFFERENT PROPOSED INFRASTRUCTURE. WHAT IS THIS POINTING TO? ARE "V" CURBS PROPOSED? A TEMPORARY IRRIGATION SYSTEM WILL SERVE THE PROPOSED LANDSCAPE AREA, PROVIDED THE APPLICANT CAN SUCCESSFULLY DEMONSTRATE THAT THE PROPOSED TEMPORARY IRRIGATION SYSTEM WILL PROVIDE SUFFICIENT WATER TO ENSURE THAT THE PLANT MATERIALS TO BE PLANTED WILL SURVIVE INSTALLATION AND, ONCE ESTABLISHED, WILL SURVIVE WITHOUT WATERING OTHER THAN NATURAL RAINFALL. MORE INFORMATION IS NEEDED ON HOW THE TEMPORARY IRRIGATION SYSTEM WILL SATISFY THIS REQUIREMENT. 1 1 MASSING STUDIES/ MATERIALS A.5 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE 1ST FLOOR PLAN A.5 PAVED APRON FRONT SETBACK 100'-0" ALLEY 90'-0" PROPERTYLINE LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE SEPTIC LINE 5'-0" 5'-0" 5'-0" 5'-0" 10'-0" EXIT TO ALLEY COVERED GARAGE 3579 SQ. FT. SLAB ON GRADE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 BEDROOM#1 12'-0" 12'-4" REF. LIVING LOBBY 15'-0" KITCHEN W/D ENTRY UNIT# 1(497 SQ. FT.) HANDICAP ACCESIBLE 5'-0" 4'-0" AWNING ABOVE SIDEWALK SIDE SETBACK SIDE SETBACK 4'-0" 24'-0" MAILBOXES 24'-0" Vertical Clearance: A vertical clearance of 98” minimum is required at the following locations: 1. Parking spaces for vans. 2. The access aisles serving parking spaces for vans. 3. The vehicular routes serving parking spaces for vans. Signage: Accessible parking spaces signs must include the International Symbol of Accessibility complying with ICC A117.1-2009 Section 703.6.3.1. All signs with the International Symbol of Accessibility are required to be white on a blue background. Signs identifying van parking spaces must also contain the designation “van accessible”. Signs must be 60” minimum above the floor of the parking space, measured to the bottom of the sign. Access aisles must be provided with a vertical “no parking” sign at the head of each access aisle. 11x18 5'-0" HC #1 HC BATH 6'-9" 42'-0" 60'-0" 6'-5" MOTORCYCLE HALL MECH. (SLAB ON GRADE) 6'-0" 50'-0" 18'-0" 14'-0" 3'-6" 24'-0" 5'-0" 8" 6'-5" EXIT UP 7"R 11"T UP 7"R 11"T 30'-10"24'-6" RECYCLING 6x9 TRASH SHED (12'4"x 6'9") (2@2 YARD DUMPSTERS 80 SQ. FT.) 12'-4" 6'-9" #7 #6 8'6 x18 #8 8'-8"x18 #2 #3 #4 #5 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 15'-9" 8'-0" HANDRAIL @ 36" H 3'6" HIGH FENCE @ 36" H 6'0" HIGH FENCE FENCED INDIVIDUAL 306 SQ. FT. DN- 6" R, 15" T FLOOR ELEVATION 48.5' FLOOR ELEVATION 48.5' 16'-9" SLOPE 2% 1'-10"6'-9" PATIO 106 SQ. FT.) ENTRY 12'-0" (SHARED OPEN SPACE 177 SQ. FT.) SLOPE 2% NOTE- PROVIDE TIRE STOPS-TYP. 17'-9"17'-4"17'-3"19'-3" 21'-6"13'-7"17'-5"24'-7" 5'-4" 10'-0"10'-0"10'-0" UP 36" 1'-0" 3'-0" 2 YARD DUMPSTER SIZE: 5 1/2" (196 SQ. FT.) ELEV. +45.84" 1'-0" 3'-6" 14'-0" 1'-0" 7'-4" 1'-0" NOTE#1: CONTINUOUS 1.5" DIA. HANDRAIL @ 36" OFF NOSINGS-TYP. NOTE#1: CONTINUOUS 1.5" DIA. HANDRAIL @ 36" OFF NOSINGS-TYP. 1'-0" EXIT EXIT EXIT 1 HOUR 1 HOUR FIRST FLOOR PLAN Scale: 1/4" = 1'-0"1 1 2 A B NOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741NOTE:PERMITPHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.netNOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741NOTE:PERMITPHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.netNOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741NOTE:PERMITPHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.netNOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741NOTE:PERMITPHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.netNOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227NOTE:PERMITSUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METERGAS METERELEC. METERSEWER CONNECTION612 SQ. FT.3156 SQ. FT.GRAVEL3768 SQ. FT.TOTAL 930 SQ. FT.HARDSCAPE3228 SQ. FT.GRAVEL 254254654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0"100'-0"4'-10"28'-5"6'-0"10'-0"FRONT SETBACK5' FENCEDINDIVIDUAL 312 SQ. FT. FRONT SETBACK100'-1 1/8" ALLEY 90'-0"PROPERTYLINE 55'-1"24TH STREET LANDSCAPED 463 SQ. FTPROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METERGAS METERELEC. METERSTORM DRAIN LINEWATER LINE SEPTIC LINE UNDERGROUNDELECTRICAL FEED5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVEREDGARAGELANDSCAPED 500 SQ. FT.BEDROOM#1 12'-0 1/2"REF.LIVINGLOBBY 15'-0" ENTRY KITCHENW/DENTRYUNIT# 1(508 SQ. FT.)HANDICAP ACCESIBLE(SHARED OPEN SPACE 182 SQ. FT.)4'-0"AWNING ABOVE SIDEWALK6'-0""V" CURB CONTINUES SIDE SETBACK24'-4"MAILROOM 24'-0" 11x18 5'-0"HC#1 HCBATH6'-9"42'-4"24'-0"#7#6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18#2#3#4#524'-6"30'-10"6'-5"HALLMECH.(SLAB ON GRADE)GUEST PARKINGBLOCK FRONTAGE DESIGNATION: LANDSCAPED(103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL+4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE 4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE6x18MOTORCYCLE6x21RECYCLINGOVER-FLOW6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0"76'-6 1/8"8'-8"x188'-8"x188'-8"x188'-8"x188'-8"x18SIDE SETBACK 6' SIDEWALK4'-6"6'-0"9'-4"REMOVE (E) WATER METER,MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH8 UNITS AND NEW 2" CONNECTION TOWATER MAIN WITH VALVE.3'-0"15'-8"FLOORELEVATION48.50'ELEV. +45.84"ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOFTO DOWNSPOUTSCONNECTED TO FRENCHDRAINS TOSTORM-DRAIN INSTREET3'3" RETAININGWALL W/ 3'6"GUARDRAIL 3'3" RETAININGWALL W/ 6' FENCE ABOVESLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAININGWALL W/ 6' FENCE ABOVENOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONSROOF DOWN-SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN-SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS:GUEST PARKINGTYPE OF USEAMA 19.64.030(B)MULTIFAMILY PARKING RATIOREQUIRED1 PER 8 UNITS # UNITS8 UNITS # PARKINGSPACES3 SPACESON STREETOFF STREET PARKING PARKINGMULTIFAMILY,1 BEDROOM PARKING RATIOREQUIRED # UNITS8 UNITS # PARKINGSPACES1 PER 1 UNIT 8 SPACESBICYCLE PARKING CALCULATIONSTYPE OF USEAMA 19.64.010MULTIFAMILY,1 BEDROOM PARKING RATIOREQUIRED.5 PER 10 UNITS2 MINIMUM # PARKINGSPACES8 SPACES# UNITS8 UNITSDENSITY AND USE CALCULATIONS:TYPE OF USEAMA 19.64.030(B)MULTIFAMILY GROSS LOT SIZE6,000 SQ. FT.# UNITS8 UNITS DENSITY MINIMUM:3 DWELLING UNITS PER GROSSLOT COVERAGE CALCULATIONS: COMMERCIALGROSS LOT SIZE BUILDING FOOTPRINT6,000 SQ. FT.4493 SQ. FT.%COVERAGE75%BUILDING NET & GROSS AREASGROSS -1 ST.NET -1 ST.864 SQ. FT.GROSS -2 ND.NET -2 ND.GROSS -3RD.NET -3 RD.GROSS -TOTALNET -TOTAL3071 SQ. FT.2894 SQ. FT.6538 SQ. FT.3535 SQ. FT.497 SQ. FT.3147 SQ. FT.7470 SQ. FT.RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM.RANGE OF HEIGHTS: ALL WITHIN 3 STORY19.78.030 GRADINGApplication requirements1. NO SIGNIFICANT TREES EXIST2. DEMOLITION OF EXISTING HOUSE AND EXCAVATIONFOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OFDISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. OPEN SPACE CALCULATIONS:TYPE OF USEAMA 19.43.010.3(C)MULTIFAMILY LOT SIZEPRIVATE OPEN SPACEThe open space(s) must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT.10%599 SQ.FT.MINIMUM OPEN SPACE: 800 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT)MINIMUM LANDSCAPED AREA:10%LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT.PUBLIC OPEN SPACE1ST FLOOR: 182 SQ. FT. + ROOF DECK: 560 SQ. FT.= 742 SQ. FT.1ST FLOOR: 306 SQ. FT., 2ND= 619, 3RD=857 TOTAL= 1782 SQ. FT.LANDSCAPED AREASHARED USABLE RESIDENTIAL OPEN SPACEGROUND LEVEL INDIVIDUAL OUTDOOR SPACE & PRIVATE BALCONIES.850 AND 150 SQ. FT. PER 2+ BDRM UNIT 42"42"ALL OF THE REQUIRED OPEN SPACE FOR A UNIT MAY BE PROVIDED BY GROUND LEVEL OUTDOOR SPACE THATIS ADJACENT AND DIRECTLY ACCESSIBLE TO THE SUBJECT UNIT HOWEVER, INDIVIDUAL GROUND LEVEL OPENSPACE THAT IS IN EXCESS OF MINIMUM REQUIREMENTS CANNOT BE USED IN THE CALCULATIONS FORDETERMINING THE MINIMUM USABLE OPEN SPACE REQUIREMENTS FOR OTHER UNITS IN THE DEVELOPMENT.UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY PRIVATE BALCONIES AND UP TO 50PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY SHARED ROOF DECKS. (AMC 19.62.040(B))100 200 175 850SHARED ROOF DECK = 375 SQ. FT.100% OF THE GROUND LEVEL, ADA, 1 BDRM,DWELLING UNIT'S REQUIRED OPEN SPACE.50% OF THE UPPER 7 DWELLING UNIT'SREQUIRED OPEN SPACE PROVIDED BYINDIVIDUAL BALCONIES.50% OF THE UPPER 7 DWELLING UNIT'SREQUIRED OPEN SPACE PROVIDED BYA SHARED ROOF DECK.1.4 PER 2 BDRM UNIT SHORT-TERM BICYCLE PARKING = 0.5PER 10 DWELLING UNITS, 2 MINIMUMREQUIRED = 2LONG-TERM BICYCLE PARKING = 5 PER10 DWELLING UNITS, 2 MINIMUMREQUIRED = 4DENSITY MINIMUM = 15 DWELLING UNITS/GROSS ACRE, LOT SIZE = 60' x 100' = 6,000 + 1/2 ROW (40' x 60') = 8,400SF =0.19 ACRES = 2.85 = 3 DWELLING UNITS MIN., PROPOSED = 8 ALL DUMPSTERS ARE REQUIRED TO BE OF A SIZE THAT CONTAINS WHEELS SO THEY MAY BE BROUGHT INTO THE ALLEY FOR PICK UP.1 9/11/24 NLB1 11 1 10/22/24 NLB2 22 2 2 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE 1ST FLOOR PLAN A.6 5'-0" 15'-11" 15'-8" 5'-0" 18'-5" 60'-0" BATH KITCHEN ENTRY W/D DW TV 5'-0" BEDROOM#1 BALCONY REF. DEN/LIVING 15'-0" 10'-0"22'-1" LIVING HALL 22'-8"22'-8"22'-0" BATH COVERED DECK BALCONY 11'-0"9'-7" W/D DW REF. 2'-6" 4'-0" 4'-0" (84 SQ. FT.) TV 4'-6" 11'-0" 12'-0" 12'-2" 2'-0" 12'-6" BATH 5'-0" BEDROOM 4'-0" 11'-5" TV LIVING W/D DW REF. 11'-0" 12'-0" 12'-2" BATH5'-0" BEDROOM 6'-4" W/D DW REF. TVENTRY HALL KITCHEN LIVING EXIT 1 HOUR BEDROOM 4'-6" 11'-0" KITCHEN DECK 3535 SQ. FT. gross 3174 NET 620 DECKS (38 SQ. FT.) (185 SQ. FT.) (185 SQ. FT.) (38 SQ. FT.) (90 SQ. FT.) 4'-3"ENTRY DECK UNIT# 2 (800 SQ. FT.) UNIT# 3 (736 SQ. FT.) UNIT# 4 (728 SQ. FT.) UNIT# 5 (872 SQ. FT.) 10'-0" COVERED DECK ENTRY ROOF 4'-0" (6' FENCE) (6' FENCE) (6' FENCE) 43'-10"26'-0" 46'-0" 14'-8" 19'-5" 15'-11" 50'-0" 20'-7" TRASH SHED ROOF ROOF OVER GARAGE BELOW DN 7"R 11"T DN 7"R 11"T 4'-0" EXIT 1 HOUR UP 7"R 11"T 16'-6" 3'-7" 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL 2X6 PARTITION WALL 2 HOUR 7 5/8" 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR 9'-8" DINING DINING DINING DINING ENTRY 3'-6" 6'-4" 3'-6"4'-0" 11'-4" SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% 1'-0" 25'-9 1/8" 21'-5 5/8" 5 1/2" 2'-7" (185 SQ. FT.) 3'-6" 14'-0" UP 7"R 11"T 14'-0" SECOND FLOOR PLAN Scale: 1/4" = 1'-0"2 3 4 5 6 C D E F GHJ K 7 8 9 10 10/22/24 NLB2 22 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE 3RD FLOOR PLAN A.7 4'-0" UNIT# 8 (1188 SQ. FT.) UNIT#7 (820 SQ. FT.) 5'-0" 5'-0" TV 5'-7" PRIVATE OPEN SPACE ROOF DECK ( 487 SQ. FT.) 10'-0"22'-1" HALL 22'-8"22'-8"22'-0" BATH BALCONY 9'-4" D DW 2'-6" 4'-0" 12'-0" 15'-5" BATH 6'-0" BEDROOM#2 TV LIVING W/D DW REF. 11'-0" 12'-0" 15'-5" BATH 6'-0" BEDROOM W/D DW REF. TV KITCHEN DINING LIVING 1 HOUR EXIT 1 HOUR EXIT BEDROOM 4'-6" 11'-0" KITCHEN DINING (90 SQ. FT.) (140 SQ. FT.) 4'-2" ENTRY UNIT# 6 (881 SQ. FT.) KITCHEN 11'-3"11'-0" LIVING DINING W 15'-0" 10'-0" DECK/PRIVATE OPEN SPACE (140 SQ. FT.) HALL 2'-0" 5'-0" 15'-11" 15'-9" 5'-0" 18'-5" 10'-0"22'-1"22'-8"22'-8"22'-0" 43'-3"26'-0" 46'-0" 14'-8" 19'-5" 15'-11" 50'-1" 14'-8" DN 7"R 11"T DN 7"R 11"T 5'-0" 1 A.10 1 A.10 2 A.10 2 A.10 1 A.11 1 A.11 3 A.11 3 A.11 9'-8" 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR 4 5 BEDROOM#1 3'-0" 12'-0" 6'-3" SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% 4'-9"14'-1"8'-9"14'-0"4'-5"21'-11" 19'-9"18'-4" 2'-6"1'-0" 5 1/2" 5 1/2" R 14'-0" UP 7"R 11"T 3'-6" 6'-5" 3'-7" 14'-0" THIRD FLOOR PLAN Scale: 1/4" = 1'-0"3 L M N PQRS 11 14 15 16 18 17 12 13 10/22/24 NLB2 22 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE A.9 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE A.8 ROOF PLAN NEW 2% SLOPE ROOF TORCH DOWN 2737 SQ. FT. NOTE#1: SIZE GUTTERS AT REAR FOR WHOLE ROOF STORM DISCHARGE RS 2 HOUR EXIT DN 7"R 11"T 16'-0" COMMON ROOF DECK 560 SQ. FT. COVERED ROOF 5'-3" BBQ LANDSCAPING PLANTERS PICNIC TABLE 42" HIGH GUARD RAIL NOTE#1: SLOPE 1/4"/FT. TO DRAIN WATERPROOF DECK W/ PORCELAIN TILES EXPOXIED DOWN 28'-4" 4'-3" 7'-6" 15'-1" 1'-0" 1'-0" 5'-4" 10'-0" COVERED ROOF 3'-0" 3'-0" D NOTE#2: BRING DRYER VENT UP THRU ROOF INTO A CUSTOM WATERPROOF RISER @3'0"- or HAVE PLUMBER COME UP WITH A BETTER SOLUTION (116 SQ. FT. DEDUCTED FROM ROOF DECK BELOW) (299 SQ. FT.) (436 IMPERVIOUS NOT UNDER ROOF) (3036 TOTAL BOTH ROOFS) 3'-6"6'-5" 1'-0" 3'-7" 14'-0" ROOF PLAN Scale: 1/4" = 1'-0"4 COMPOSITION SHINGLE ROOF 4:12 PITCH T U V WX 20 21 22 24 25 26 27 10/22/24 NLB2 2 FRONT EXTERIOR ELEVATION- NORTH SIDE Scale: 1/4" = 1'-0"3 40'-0" 29'-1" 9'-0" 9'-0" 9'-0" WEATHER PROTECTED ENTRY ROOF EXTENSION EXTERIOR LIGHTING FACING DOWN-TYP. 2 4 5 14 16 202122 24 1213 ROOF DECK COMMON AREA ENTRYADA UNIT COVERED PATIO ROOF DECK STAIR TOWER BUILDING ADDRESS ON CROSS BEAM OF ENTRY CANOPY.19.61.050 TRANPARENCY CALCULATIONS: FRONT FACADE= 1601 SQ. FT. DOOR GLAZING= 201 SQ. FT. (SEE DOOR SCHEDULE) WINDOW GLAZING = 67 SQ. FT. (WINDOW SCHEDULE) TOTAL GLAZING= 268 SQ. FT. PERCENTAGE OF GLAZING REQUIRED= 15% PERCENTAGE OF GLAZING CALCULATED= 18% NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE EXTERIOR ELEVATIONS- NORTH/SOUTH A.9 SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY REAR EXTERIOR ELEVATION- SOUTH SIDE Scale: 1/4" = 1'-0"2 39'-1" 29'-10" 9'-0" 9'-0" 9'-0" 2 5 14 24 27 89 17 7'-6"GARBAGE SHED COVERED DECK DECK GARAGE ENTRY ROOFING: TORCH DOWN-TYP. 907 24TH TRIM: ALL WINDOWS & DOORS TO HAVE 4" TRIM-TYP. TRIM: ALL WINDOWS & DOORS TO HAVE 4" TRIM-TYP. SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE 9/11/24 NLB1 1 SIDE EXTERIOR ELEVATION- EAST SIDE Scale: 1/4" = 1'-0"3 40'-0" 120.2 30'-4" 9'-0" 9'-0" 9'-0" 4'-0" PRIVACY FENCE FOR ADU UNITOF VERTICAL WOOD 4" AND 2" SLATS ALTERNATING 20'-0" A B C D E H J K LQR S U V W X 120.9 48'-.32"48'-6" 45'-8" 2% SLOPE FLOOR PLATE 48'-6"48'-4" 3'-0" RETAINING WALL ROOF DECK COMMON AREA 16'-0" ROOF DECK 12 2.4 ROOF DECKROOF DECK COVERED PATIO COVERED PATIO 30'-8" 121 121 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE EXTERIOR ELEVATIONS- EAST/WEST A.10SIDE EXTERIOR ELEVATION- WEST SIDE Scale: 1/4" = 1'-0"4 12 0.2 29'-11" 9'-0" 9'-0" 9'-0" 3'-6" 20'-0" 9'-0" 5'-6" PRIVACY FENCE FOR ADU UNIT OF VERTICAL WOOD 4" AND 2" SLATS ALTERNATING 6'-0" 4'-0" 40'-0" A B C D E FH J K Q R S T U WX 48'-.32"48'-6" 45'-8" 7'-5" 2% SLOPE FLOOR PLATE48'-6"48'-4" 3'-0" 12 1 12 1 3'-0" EXIT DOOR EXIT DOOR ROOFING: TORCH DOWN TRIM: ALL WINDOWS & DOORS TO HAVE 4" TRIM-TYP. COVERED ENTY: COVERED ENTY: ROOFING: TORCH DOWN-TYP. ROOFING: TORCH DOWN-TYP. TRIM: ALL WINDOWS & DOORS TO HAVE 4" TRIM-TYP. 9/11/24 NLB1 11 SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.11 SECTION- WEST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"1 8'-6" 40'-0" 3'-6" 3'-6" 6'-0" 4'-9"4'-5" DECK DECK DECK ADU UNIT#1 ADU PATIO GARAGE UNIT#2UNIT#3 UNIT#4 UNIT#5 UNIT#6 UNIT#7 UNIT#8 2 A19 TYP. 3 A15 3 A18 1 HR.TYP. 3 A18 1 HR.TYP. B C DE F Q R S W X A 121 121 7'-2" DECK ROOF DECK 9'-0" 9'-0" 9'-0" 3'-3" NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL NOTE#1: PROVIDE1/4" /FT. SLOPING DECKS WITH WATERPROOF TOPPINGS AND GUTTERS TO COLLECT DECK RUN-OFF. TYP. TORCH DOWN ROOF TORCH DOWN ROOF 8 A18 TYP. 8 A19 TYP. 7 A19 TYP. 8 A19 ATTIC NOTE#3: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER- AND 1 HOUR FIRE RATING-TYP. 2 A19 2 A19 4 A19 4 A19 4 A19 1'-5" 1'-5" 8'-0" NOTE#2: 1 HOUR FIREWALL EXTENDS UP TO BOTTOM OF ROOF SHEATHING- SEE STRUCTURAL PLANS. 30'-8" 48'-.32" 45'-8" 48'-6" NOTE#4: 1 HOUR FIREPROOFING FOR STEEL COLUMNS: FlameOFF® Coatings, Inc. manufactures intumescent coatings that are IBC/NFPA Code Compliant for ASTM E119 fire endurance ratings that require 1 or 2 hour fire protection in accordance with UL 263 (ASTM E119), CAN / ULC-S101 and ISO 834 standards. 9 A19 FIRESTOP 7 A18 SECTION- EAST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"2 9'-0" 9'-0" 8'-8" 30'-10" 12 0.2 3'-6" 3'-6" 6'-0" 5'-6"4'-5" DECK DECK DECK ADU UNIT#1ADU PATIO GARAGE UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#6UNIT#7UNIT#8DECK 5'-11" 3'-6" 3'-6" 1 A19 EAVE DETAIL SIM. 2 A18 TYP. 5 A18 R-10 TYP. 3 A18 3 A18 H JKT U V120.8 4'-3" PLANTER 3'-3" ATTIC NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL 8 A19 TYP. 8 A19 TYP. 8 A19 TYP. 8 A19 8 A19 TORCH DOWN ROOF NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER AND 1 HOUR FIRE RATING-TYP. 1 HR.TYP. 1 HR.TYP. 1'-5" 1'-5" 1'-5" NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.11 SECTION- WEST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"1 8'-6" 40'-0" 3'-6" 3'-6" 6'-0" 4'-9"4'-5" DECK DECK DECK ADU UNIT#1 ADU PATIO GARAGE UNIT#2UNIT#3 UNIT#4 UNIT#5 UNIT#6 UNIT#7 UNIT#8 2 A17 TYP. 3 A15 2 HR.TYP. 3 A17 2 HR.TYP. 3 A17 2 HR.TYP. B C DE F Q R S W X A 121 121 7'-2" DECK ROOF DECK 9'-0" 9'-0" 9'-0" 3'-3" NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL NOTE#1: PROVIDE1/4" /FT. SLOPING DECKS WITH WATERPROOF TOPPINGS AND GUTTERS TO COLLECT DECK RUN-OFF. TYP. TORCH DOWN ROOF TORCH DOWN ROOF 8 A18 TYP. 8 A18 TYP. 7 A18 TYP. 8 A18 ATTIC NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. 2 A18 2 A18 4 A18 4 A18 4 A18 1'-5" 1'-5" 8'-0" NOTE#2: 2 HOUR FIREWALL EXTENDS UP TO BOTTOM OF ROOF SHEATHING- SEE STRUCTURAL PLANS. 30'-8" 48'-.32" 45'-8" 48'-6" SECTION- EAST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"2 9'-0" 9'-0" 8'-8" 30'-10" 12 0.2 3'-6" 3'-6" 6'-0" 5'-6"4'-5" DECK DECK DECK ADU UNIT#1ADU PATIO GARAGE UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#6UNIT#7UNIT#8DECK 5'-11" 3'-6" 3'-6" 1 A18 EAVE DETAIL SIM. 2 A15 TYP. 5 A15 TYP. 5 A17 2 HR. 5 A17 2 HR. H JKT U V120.8 4'-3" PLANTER 3'-3" ATTIC NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL 8 A18 TYP. 8 A18 TYP. 8 A18 TYP. 8 A18 8 A18 TORCH DOWN ROOF NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. Rating ceiling required over garage. 1 hr rated per 508. in sprinklered buildings. Please provide firestop details for all penetrations in rated assemblies. 711.2.4.3 Dwelling units and sleeping units. Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hour fire- resistance-rated construction. Exception: Horizontal assemblies separating dwelling units and sleeping units shall be not less than 1/2-hour fire-resistance-rated construction in a building of Types IIB, IIIB and VB construction, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Fire partitions to be 1/2 hr minimum per 708.3 Exception 2 between units and between units and corridors. You can go with a more stringent design than the minimum, but it is not required. What is the proposed fire protection for steel columns? 708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. Exceptions: 1. Corridor walls permitted to have a 1/2-hour fire-resistance rating by Table 1020.2. 2. Dwelling unit and sleeping unit separations in buildings of Types IIB, IIIB and VB construction shall have fire-resistance ratings of not less than 1/2 hour in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.11 SECTION- WEST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"1 8'-6" 40'-0" 3'-6" 3'-6" 6'-0" 4'-9"4'-5" DECK DECK DECK ADU UNIT#1 ADU PATIO GARAGE UNIT#2UNIT#3 UNIT#4 UNIT#5 UNIT#6 UNIT#7 UNIT#8 2 A17 TYP. 3 A15 2 HR.TYP. 3 A17 2 HR.TYP. 3 A17 2 HR.TYP. B C DE F Q R S W X A 121 121 7'-2" DECK ROOF DECK 9'-0" 9'-0" 9'-0" 3'-3" NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL NOTE#1: PROVIDE1/4" /FT. SLOPING DECKS WITH WATERPROOF TOPPINGS AND GUTTERS TO COLLECT DECK RUN-OFF. TYP. TORCH DOWN ROOF TORCH DOWN ROOF 8 A18 TYP. 8 A18 TYP. 7 A18 TYP. 8 A18 ATTIC NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. 2 A18 2 A18 4 A18 4 A18 4 A18 1'-5" 1'-5" 8'-0" NOTE#2: 2 HOUR FIREWALL EXTENDS UP TO BOTTOM OF ROOF SHEATHING- SEE STRUCTURAL PLANS. 30'-8" 48'-.32" 45'-8" 48'-6" SECTION- EAST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"2 9'-0" 9'-0" 8'-8" 30'-10" 12 0.2 3'-6" 3'-6" 6'-0" 5'-6"4'-5" DECK DECK DECK ADU UNIT#1ADU PATIO GARAGE UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#6UNIT#7UNIT#8DECK 5'-11" 3'-6" 3'-6" 1 A18 EAVE DETAIL SIM. 2 A15 TYP. 5 A15 TYP. 5 A17 2 HR. 5 A17 2 HR. H JKT U V120.8 4'-3" PLANTER 3'-3" ATTIC NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL 8 A18 TYP. 8 A18 TYP. 8 A18 TYP. 8 A18 8 A18 TORCH DOWN ROOF NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. Rating ceiling required over garage. 1 hr rated per 508. in sprinklered buildings. Please provide firestop details for all penetrations in rated assemblies. 711.2.4.3 Dwelling units and sleeping units. Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hour fire- resistance-rated construction. Exception: Horizontal assemblies separating dwelling units and sleeping units shall be not less than 1/2-hour fire-resistance-rated construction in a building of Types IIB, IIIB and VB construction, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Fire partitions to be 1/2 hr minimum per 708.3 Exception 2 between units and between units and corridors. You can go with a more stringent design than the minimum, but it is not required. What is the proposed fire protection for steel columns? 708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. Exceptions: 1. Corridor walls permitted to have a 1/2-hour fire-resistance rating by Table 1020.2. 2. Dwelling unit and sleeping unit separations in buildings of Types IIB, IIIB and VB construction shall have fire-resistance ratings of not less than 1/2 hour in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.11 SECTION- WEST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"1 8'-6"40'-0"3'-6"3'-6" 6'-0"4'-9"4'-5"DECKDECK DECKADU UNIT#1 ADU PATIOGARAGEUNIT#2UNIT#3UNIT#4UNIT#5UNIT#6 UNIT#7 UNIT#8 2A17TYP.3A152 HR.TYP.3A172 HR.TYP.3A172 HR.TYP.B CDEFQRSWXA1211217'-2"DECKROOF DECK9'-0"9'-0"9'-0" 3'-3" NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL NOTE#1: PROVIDE1/4" /FT. SLOPINGDECKS WITH WATERPROOFTOPPINGS AND GUTTERS TO COLLECTDECK RUN-OFF. TYP.TORCH DOWN ROOF TORCH DOWN ROOF 8A18TYP.8A18TYP.7A18TYP.8A18 ATTICNOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP.2A182A184A184A18 4 A18 1'-5"1'-5"8'-0"NOTE#2: 2 HOUR FIREWALLEXTENDS UP TO BOTTOM OF ROOF SHEATHING- SEESTRUCTURAL PLANS.30'-8" 48'-.32" 45'-8" 48'-6" SECTION- EAST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"2 9'-0" 9'-0" 8'-8" 30'-10" 12 0.2 3'-6" 3'-6" 6'-0" 5'-6"4'-5" DECK DECK DECK ADU UNIT#1ADU PATIO GARAGE UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#6UNIT#7UNIT#8DECK 5'-11" 3'-6" 3'-6" 1 A18 EAVE DETAIL SIM. 2 A15 TYP. 5 A15 TYP. 5 A17 2 HR. 5 A17 2 HR. H JKT U V120.8 4'-3" PLANTER 3'-3" ATTIC NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL 8 A18 TYP. 8 A18 TYP. 8 A18 TYP. 8 A18 8 A18 TORCH DOWN ROOF NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. Rating ceilingrequired over garage. 1 hr rated per 508. in sprinklered buildings. Please providefirestop details for allpenetrations in ratedassemblies.711.2.4.3 Dwelling units and sleeping units.Horizontal assemblies serving as dwelling or sleeping unit separations inaccordance with Section 420.3 shall be not less than 1-hour fire-resistance-rated construction.Exception: Horizontal assemblies separating dwelling units andsleeping units shall be not less than 1/2-hour fire-resistance-ratedconstruction in a building of Types IIB, IIIB and VB construction,where the building is equipped throughout with an automatic sprinklersystem in accordance with Section 903.3.1.1. Fire partitions to be 1/2 hr minimum per 708.3 Exception 2 between units and between units and corridors. You can go with a more stringent design than the minimum, but it is not required. What is the proposed fire protection for steel columns? 708.3 Fire-resistance rating.Fire partitions shall have a fire-resistance rating of not less than 1 hour.Exceptions:1. Corridor walls permitted to have a 1/2-hour fire-resistance rating byTable 1020.2.2. Dwelling unit and sleeping unit separations in buildings of Types IIB, IIIBand VB construction shall have fire-resistance ratings ofnot less than 1/2 hour in buildings equipped throughout with an automaticsprinkler system in accordance with Section 903.3.1.1. 9/11/24 NLB1 1 1 1 1 1 1 1 1 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SECTIONS A.12 SECTION THRU STAIRWELLS Scale: 1/4" = 1'-0"1 1 HOUR FIREPROOF STAIRWELL 1 HOUR FIREPROOF STAIRWELL GARAGE9'-0" 9'-0" 9'-0" MECHANICALENTRY ROOF HALL HALL BATH BATH TRASH ENCLOSURE BATH DECK ROOF 4 A18 6 A18 NOTE#1: CONTINUOUS GUARDRAILS AT INTERIOR OF STAIR @ 3'6" HIGH OFF STAIR NOSING W/ NO LESS THEN 4" OC B C D E FHK QR S T U W XA 1'-9" 12 0.8 40'-0" 3'-3" 29'-10" NOTE#2: SEE STRUCTURAL DRAWINGS FOR ALL FOOTINGS-TYP. TORCH DOWN ROOF TORCH DOWN ROOF 8 A19 TYP. 3'-6" DECK 8 A19 TYP. 3'-6" NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. 5 A19 TYP. 5 A19 TYP. 5 A19 TYP. 5 A19 TYP. 6 A19 1 A18 8'-0" NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SECTIONS A.13 SECTION- EAST THRU DECKS Scale: 1/4" = 1'-0"3 GARAGE MECHANICAL DECK DECK DECKDECK DECKDECK 30'-8" 29'-5" 20'-1" UNIT#6 UNIT#5 UNIT#2 UNIT#1 3'-6" 7 A19 1 A19 2 A18 TYP. 5 A18 TYP. 4 A18 B C D E F Q R S W X AL 40'-0" 120.8 121 3'-3" TORCH DOWN ROOF TORCH DOWN ROOF DECK 8 A19 TYP.TYP. 8 A18 TYP. NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER, 2 LAYERS OF SHEETROCK OR SIM. 1 HOUR FIREPROOF CONSTRUCTION-TYP. 1 A19 3 A19 TYP. TYP. 9'-0" 1'-5" 9'-0" 8'-9" 1'-5" 9'-0" NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE ELECTRICAL 1ST/2ND A.14 BATH KITCHEN ENTRY W/D DW TV BEDROOM#1 BALCONY REF. LIVING HALL BATH COVERED DECK BALCONY W/D DWREF. TV BATH BEDROOM TV LIVING W/D DWREF. BATH BEDROOM W/D DWREF. TV ENTRY HALL KITCHEN LIVING EXIT 2 HOUR BEDROOM KITCHEN DINING DECK ENTRY DECK UNIT# 2 UNIT# 3 UNIT# 4 UNIT# 5 COVERED DECK ENTRY ROOF (6' FENCE) (6' FENCE) (6' FENCE) TRASH SHED ROOF ROOF OVER GARAGE BELOW DN 7.5"R 11"T DN 7.5"R 11"T EXIT 2 HOUR DN 7.5"R 11"T 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR ALLEY 24TH STREET DINING DINING 2ND FLOOR ELECTRICAL PLAN Scale: 3/16" = 1'-0"2 FIRE EXIT EXIT ALLEY PROPERTYLINE PROPERTYLINE PROPERTYLINE EXIT TO ALLEY COVERED GARAGE BICYCLE BEDROOM#1 REF. LIVINGLOBBY ENTRY KITCHEN W/D ENTRY UNIT# 1MAILBOXES 11x18 5'-0" HC#1 HC BATH HALL MECH. EXIT UP 7.5"R 11"T UP 7.5"R 11"T RECYCLING TRASH #7 #6 #8 #2 #3 #4 #5 24TH STREET UP 36" 1ST FLOOR ELECTRICAL PLAN Scale: 3/16" = 1'-0"1 ELECTRICAL LEGEND FOURPLEX OUTLET ARC- FAULT CIRCUIT INTERUPTER OUTLET WATERPROOF COVERED OUTLET SWITCHED OUTLET SWITCH - "LUTON" DIVA IN WHITE WITH MANUAL-ON OCCUPANT SENSOR. DIMMER SWITCH WITH MANUAL-ON OCCUPANT SENSOR. TWO-WAY SWITCH WITH MANUAL-ON OCCUPANT SENSOR. TELEPHONE JACK CABLE TV JACK COMPUTER DXL CABLE 3 CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON RECESSED DIRECTIONAL 4" CAN "LED" DOWNLIGHT - WITH WHITE BAFFLE-IC RATED & LABELED AIRTIGHT LED RECESSED 4" WALL WASHER WITH 1150 LUMENS WARM WHITE RECESSED SPEAKER RECESSED LV WATER RESISTANCE COVERING LED UNDER CABINET OR COVE LIGHT C TV 240 VOLT OUTLET SD SMOKE DETECTOR HOSE BIB EXHAUST FAN- "THERMADOR" 1000 ROOF MOUNT 600 CFM FOR KITCHEN/ "PANASONIC" 50 CFM FOR BATHROOMS 4 TV NOTE #2: LABEL ALL CIRCUITS AT ELECTRICAL PANEL WITH LEGIBLE LABELS. NOTE #3: VERIFY THAT ALL BEDROOMS HAVE SMOKE DETECTORS SD CARBON MONOXIDE DETECTORCM TOEKICK ELEC. WALL HEATERH TRACK LIGHT W/ JUNO #R541WH UNIVERSAL WHITESPOT LIGHT & LED PAR BULBS WITH 1150 LUMENS IN WARM WHITE GROUND FAULT CIRCUIT INTERUPTER OUTLET HB GFI 240V FLOOR OUTLET W/ ETHERNET GAS LINE PROGAMABLE THERMOSTATTT DUCTLESS MINI SPLIT HEATER IN CEILING ON THERMOSTATDMS NOTE #1:STOVE HOOD EFFICIENCY: 2.8 cfm/watt W C D WP S G D 240V SD SD DMSDMS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W NOTE#2: SPRINKLER SYSTEM NOTE#3: ELEC. PANEL NOTE#1: LIGHTED EXIT SIGNS EXIT EXIT EXIT EXIT EXIT FIRE CM CM W GFI GFI GFI GFI NOTE#5: FIRE EXTINGUISHER NOTE#4: ALL GARAGE/ STAIRLIGHTS/ EXTERIOR LIGHTS TO BE ON A TIMER SD SD SD SD SD SD SD SD SD CM CM CM GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI DMS DMS DMS W W W W W W W W TV TV TV TV GFI WP WP WP WP D 3 3 D NOTE#1: ALL EXTERIOR PUBLIC LIGHT FIXTURES TO BE PUT ON A TIMER TO GO ON AT DUSK AND GO OFF A DAYLIGHT NOTE#6: ALL SPRINKLER LAYOUTS TO BE PREFORMED BY A LICENSED INSTALLER-TYP. GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI HB HB HB D D D 3 D 3 CM CM NOTE#4: ALL HALLWAY/ STAIRLIGHTS TO BE ON A TIMER D 3 D 3 D 3 3 D D D D D D D D D 3 D 3 D D D NOTE#7: MOUNT CONDENSER UNITS FOR ALL DUCTLESS MINI SPLITS ON THE EXTERIOR WALL-VERIFY WITH INSTALLER IF BETTER OUTSIDE OF EACH UNIT ON THEIR DECKS? C C C C C C C C NOTE#8: STEP LIGHTS AT FACE OF EACH RISER ON TIMER-TYP.NOTE#2: INSTALL FIRE SPRINKLER SYSTEM PER CODE BY LICENSED INSTALLER- AVOID CONFLICTS WITH LIGHTING ON THIS PLAN. NOTE#3: VERIFY WITH ELECTRICAL, PLUMBING AND MECHANICAL CONTRACTORS IF THIS MECHANICAL ROOM IS BIG ENOUGH- GET BACK TO ARCHITECT IF IT IS NOT. WA 2018 STATE ENERGY CODE SECTION R402.1.1 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS MULTI-FAMILY UNITS: 4.5 credits TOTAL=4.5 HEATING OPTION#2- HEAT PUMP 1 3.4 Ductless mini-split heat pump system, zonal control: In homes where the primary space heating system is zonal electric heating, a ductless mini-split heat pump system with a minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the housing unit.2 7.1- All of the following appliances shall be new and installed in the dwelling unit and shall meet the following standards: Dishwasher – Energy Star rated Refrigerator (if provided) – Energy Star rated Washing machine – Energy Star rated Dryer – Energy Star rated, ventless dryer with a minimum CEF rating of 5.2 1.5 EXIT EXIT HW HW HW HW HW 9/11/24 NLB1 1 1 1 10/22/24 NLB2 2 2 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE ELECTRICAL/ ENERGY CREDITS-3RD/4 A.15 NEW 2% SLOPE ROOF TORCH DOWN 3696 SQ. FT. DN 7.5"R 11"T ALLEY 24TH STREET 2 HOUR EXIT COVERED ROOF BBQ LANDSCAPING PLANTERS PICNIC TABLE COVERED ROOF ROOF ELECTRICAL Scale: 3/16" = 1'-0"4 EXIT EXIT FIRE UNIT# 8 UNIT#7 PRIVATE OPEN SPACE ROOF DECK HALL BATH BALCONY D DW REF. BATH BEDROOM#2 TV LIVING W/D DWREF. BATH BEDROOM W/D DWREF. TV KITCHEN 2 HOUR EXIT 2 HOUR EXIT BEDROOM KITCHEN DINING DECK/ PRIVATE OPEN SPACE ENTRY UNIT# 6 KITCHEN W DECK/PRIVATE OPEN SPACE HALL DN 7.5"R 11"T DN 7.5"R 11"T 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR TV LIVING DINING BEDROOM#1 DINING LIVING ALLEY 24TH STREET 3RD FLOOR ELECTRICAL Scale: 3/16" = 1'-0"3 ELECTRICAL LEGEND FOURPLEX OUTLET ARC- FAULT CIRCUIT INTERUPTER OUTLET WATERPROOF COVERED OUTLET SWITCHED OUTLET SWITCH - "LUTON" DIVA IN WHITE WITH MANUAL-ON OCCUPANT SENSOR. DIMMER SWITCH WITH MANUAL-ON OCCUPANT SENSOR. TWO-WAY SWITCH WITH MANUAL-ON OCCUPANT SENSOR. TELEPHONE JACK CABLE TV JACK COMPUTER DXL CABLE 3 CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON RECESSED DIRECTIONAL 4" CAN "LED" DOWNLIGHT - WITH WHITE BAFFLE-IC RATED & LABELED AIRTIGHT LED RECESSED 4" WALL WASHER WITH 1150 LUMENS WARM WHITE RECESSED SPEAKER RECESSED LV WATER RESISTANCE COVERING LED UNDER CABINET OR COVE LIGHT C TV 240 VOLT OUTLET SD SMOKE DETECTOR HOSE BIB EXHAUST FAN- "THERMADOR" 1000 ROOF MOUNT 600 CFM FOR KITCHEN/ "PANASONIC" 50 CFM FOR BATHROOMS 4 TV NOTE #2: LABEL ALL CIRCUITS AT ELECTRICAL PANEL WITH LEGIBLE LABELS. NOTE #3: VERIFY THAT ALL BEDROOMS HAVE SMOKE DETECTORS CARBON MONOXIDE DETECTORCM TOEKICK ELEC. WALL HEATERH TRACK LIGHT W/ JUNO #R541WH UNIVERSAL WHITESPOT LIGHT & LED PAR BULBS WITH 1150 LUMENS IN WARM WHITE GROUND FAULT CIRCUIT INTERUPTER OUTLET HB GFI 240V FLOOR OUTLET W/ ETHERNET GAS LINE PROGAMABLE THERMOSTATTT DUCTLESS MINI SPLIT HEATER IN CEILING ON THERMOSTATDMS NOTE #1:STOVE HOOD EFFICIENCY: 2.8 cfm/watt W C D WP S G D ST = SOLAR TUBE W/ LED LIGHT EXIT EXIT FIRE FIRE SD SD SD SD SD SD SD SD CM CM CM GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI DMS DMS DMS W W W W W W TV TV TV GFI WP WP WP DMS DMS DMS DMS WA 2018 STATE ENERGY CODE SECTION R402.1.1 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS MULTI-FAMILY UNITS: 4.5 credits TOTAL=4.5 HEATING OPTION#2- HEAT PUMP 1 3.4 Ductless mini-split heat pump system, zonal control: In homes where the primary space heating system is zonal electric heating, a ductless mini-split heat pump system with a minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the housing unit.2 7.1- All of the following appliances shall be new and installed in the dwelling unit and shall meet the following standards: Dishwasher – Energy Star rated Refrigerator (if provided) – Energy Star rated Washing machine – Energy Star rated Dryer – Energy Star rated, ventless dryer with a minimum CEF rating of 5.2 1.5 D D D D D 3 3 3 GFI D D D D D D D 3 D 3 D 3 D HW HW HW D WP HB NOTE#1: PROVIDE LANDSCAPE DOWNLIGHTS IN PLANTERS NOTE#2: TENANTS TO PROVIDE THEIR OWN PROPANE TANK, NO GAS OUTLET ATTIC HATCH NOTE#1: INSTALL FIRE SPRINKLER SYSTEM PER CODE BY LICENSED INSTALLER- AVOID CONFLICTS WITH LIGHTING ON THIS PLAN. 9/11/24 NLB1 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE DOOR/WINDOW SCHEDULES A.16 ALLEY PROPERTYLINE PROPERTYLINE PROPERTYLINE EXIT TO ALLEY COVERED GARAGE 3579 SQ. FT.SLAB ON GRADE D-01 W-03W-02 D-05 D-06 D-02 D-09 D-11 BICYCLE 6x18 D-13B D-12 W-01 D-9B D-13 D-10 W-04 D-07 BEDROOM#1 D-08 REF. LIVING D-04 LOBBY ENTRY KITCHEN W/D UNIT# 1MAILBOXES 11x18 5'-0" HC#1 HC BATH D-03 HALL MECH. EXIT UP7.5"R 11"T UP7.5"R 11"T RECYCLING 6x10 TRASHSHED #7 #6 8'6 x18 #8 8'-8"x18 #2 #3 #4 #5 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 NOTE#1: OPENINGS IN GARAGE ARE NOT WINDOWS, BUT OPENINGS THAT ARE FLASHED ALL AROUND 24TH 10'-0" 10'-0" 10'-0" HC 1ST FLOOR DOOR/WINDOWS Scale: 1/16" = 1'-0"1 NOTE#2: EXIT DOOR & GARAGE SIDE DOORS TO BE LABELED FROM THE INSIDE NOTE#2: EXIT DOOR & GARAGE SIDE DOORS TO BE LABELED FROM THE INSIDE UNIT# 8 UNIT#7 W-24 D-53 W-34 W-33 D-77D-76 D-75 D-57 D-56 D-74 D-55 W-27 W-28 PRIVATE OPEN SPACEROOF DECK D-66 D-64D-65 HALL W-26 D-80 BATH D-81 D-82 W-32 W-31 W-30 W-29 BALCONY D DW REF. D-61 D-60 W-37 W-36 W-35 W-36 W-38 D-59 D-58 BATH BEDROOM#2 W-39 TV LIVING W/D DW D-68 D-69D-67 REF. D-70 D-73 D-72 D-71 BATH BEDROOM D-83 W/D DW D-78 D-79 REF. TV D-84 KITCHEN 2 HOUREXIT 2 HOUREXIT BEDROOM KITCHEN DINING DECK/ PRIVATEOPEN SPACE ENTRY UNIT# 6 KITCHEN W DECK/PRIVATEOPEN SPACE HALL DN7.5"R 11"T DN7.5"R 11"T 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR TV LIVING DINING D-62 BEDROOM#1 D-63 DINING LIVING W-25D-54 3rd FLOOR DOOR/WINDOW Scale: 1/16" = 1'-0"3 D-52 W-09 W-08 D-45 BATH KITCHEN W/D W-17 W-16 DW TV D-51 D-15 D-16 D-25 D-34 W-10 W-11 BEDROOM#1 D-49 D-50 D-46D-47 W-05 W-06 W-07 BALCONY REF. LIVING HALL D-22 D-17 BATH D-18 D-19 W-15 W-14 W-13 W-12 COVEREDDECK BALCONY W/D DW D-35 D-36 REF. D-37 D-38 W-22 W-20 W-19 W-18 W-21 TV D-39 D-40 D-44 BATH BEDROOM TV LIVING W/D DW D-26 D-27 REF. D-33 D-32 D-31 D-30 BATH BEDROOM D-20 W/D DW D-24 D-23 REF. TV D-21 HALL KITCHEN LIVING EXIT2 HOUR BEDROOM KITCHEN DINING DECK ENTRY DECK UNIT# 2 UNIT# 3 UNIT# 4 UNIT# 5 COVEREDDECK ENTRY ROOF (6' FENCE) (6' FENCE) (6' FENCE) TRASHSHEDROOF DN7.5"R 11"T DN7.5"R 11"T EXIT2 HOUR DN7.5"R 11"T D-48 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL D-432X6 PARTITION WALL 2 HOUR 7 5/8" 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR W-23 D-28 D-41 D-42 D-29 HALL DINING DINING 2ND FLOOR WINDOWS/DOORS Scale: 1/16" = 1'-0"2 Door Schedule Nominal Size Door Style Door Frame Frame Details Fire Rating Openings Door Data Mark Width Height Thickness Configuration ShapeTop StyleSlab Side Lights L Sidelt Wid R Sidelt Wid Glaz. Style Jamb Thick Jamb Depth Head Detail Jamb Detail Sill Detail Frame Door Slab RO Width RO Height Mas O Width Mas O Height Mfr Model No.HW Set Accessories Comments D-01 13.167 3'0"7'6"1 1/2"Swing N/A Square Glass N/A N/A None 1"4 1/2"N/A N/A 3'1"7'6 1/2"3'4"8'0"N/A N/A DHW-#N/A D-02 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-03 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-04 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-05 44.333 7'0"7'6"1 1/2"Sliding XO Square Glass N/A N/A None 1"5 1/2"N/A N/A 7'1"7'6 1/2"7'4"8'0"N/A N/A DHW-#N/A D-06 43.458 7'0"7'6"1 1/2"Sliding XO Square Glass N/A N/A None 1"5 1/2"N/A N/A 7'1"7'6 1/2"7'4"8'0"N/A N/A N/A D-07 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-08 0 6'6"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"6'7 1/2"6'8 3/4"6'8"7'4" D-09 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-9B 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-10 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-11 0 3'0 3/4"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'2 1/4"6'8 3/4"3'4"7'4" D-12 0 3'0 3/4"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'2 1/4"6'8 3/4"3'4"7'4" D-13 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-13B 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-15 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-16 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-17 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-18 37.333 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-19 37.333 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-20 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-21 0 7'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"7'1 1/2"6'8 3/4"7'4"7'4" D-22 37.333 6'0"7'6"1 1/2"Sliding XO Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-23 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-24 17.729 4'6"6'8"1 1/2"Sliding XO Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-25 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-26 17.729 4'6"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-27 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-28 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-29 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-30 0 5'0"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-31 0 5'0"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-32 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-33 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-34 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-35 17.729 4'6"6'8"1 1/2"Sliding XO Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-36 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-37 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-38 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-39 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-40 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-41 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-42 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-43 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-44 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-45 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-46 32.889 6'0"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"6'8 1/2"6'8"7'4"N/A N/A DHW-#N/A D-47 32.889 6'0"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"6'8 1/2"6'8"7'4"N/A N/A DHW-#N/A D-48 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-49 17.729 4'6"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-50 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-51 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-52 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-53 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-54 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-55 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-56 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-57 37.333 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-58 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-59 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-60 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-61 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-62 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-63 0 7'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"7'1 1/2"6'8 3/4"7'4"7'4" D-64 0 4'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"4'7 1/2"6'8 3/4"4'8"7'4" D-65 0 4'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"4'7 1/2"6'8 3/4"4'8"7'4" D-66 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-67 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-68 17.729 4'6"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-69 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-70 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-71 0 5'0"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-72 0 5'0"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-73 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-74 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-75 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-76 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-77 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-78 17.729 4'6"6'8"1 1/2"Sliding XO Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-79 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-80 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-81 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-82 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-83 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-84 0 7'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"7'1 1/2"6'8 3/4"7'4"7'4" D-85 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" NEW 2% SLOPE ROOFTORCH DOWN3696 SQ. FT. W-41 D-85 W-40 2 HOUREXIT DN7.5"R 11"T COMMON ROOF DECK400 SQ. FT. COVEREDROOF BBQ LANDSCAPING PLANTERS PICNIC TABLE ROOF PLAN-DOOR Scale: 1/16" = 1'-0"4 9/11/24 NLB1 1 1 FRONT FACADE FRONT FACADEFRONT FACADE NET GLAZING FRONT FACADEFRONT FACADE3232 13 44 44 36 FRONT FACADE 201 SQ. FT. GLAZING ON FRONT FACADE 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE WINDOW SCHEDULE A.17 ALLEY PROPERTYLINE PROPERTYLINE PROPERTYLINE EXIT TO ALLEY COVERED GARAGE 3579 SQ. FT. SLAB ON GRADE D-01 W-03W-02 D-05 D-06 D-02 D-09 D-11 BICYCLE 6x18 D-13B D-12 W-01 D-9B D-13 D-10 W-04 D-07 BEDROOM#1 D-08 REF. LIVING D-04 LOBBY ENTRY KITCHEN W/D UNIT# 1MAILBOXES 11x18 5'-0" HC#1 HC BATH D-03 HALL MECH. EXIT UP7.5"R 11"T UP7.5"R 11"T RECYCLING 6x10 TRASH SHED #7 #6 8'6 x18 #8 8'-8"x18 #2 #3 #4 #5 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 NOTE#1: OPENINGS IN GARAGE ARE NOT WINDOWS, BUT OPENINGS THAT ARE FLASHED ALL AROUND 24TH 10'-0" 10'-0" 10'-0" HC 1ST FLOOR DOOR/WINDOWS Scale: 3/32" = 1'-0"1 UNIT# 8 UNIT#7 W-24 D-53 W-34 W-33 D-77D-76 D-75 D-57 D-56 D-74 D-55 W-27 W-28 PRIVATE OPEN SPACEROOF DECK D-66 D-64D-65 HALL W-26 D-80 BATH D-81 D-82 W-32 W-31 W-30 W-29 BALCONY D DW REF. D-61 D-60 W-37 W-36 W-35 W-36 W-38 D-59 D-58 BATH BEDROOM#2 W-39 TV LIVING W/D DW D-68 D-69D-67 REF. D-70 D-73 D-72 D-71 BATH BEDROOM D-83 W/D DW D-78 D-79 REF. TV D-84 KITCHEN 2 HOUREXIT 2 HOUREXIT BEDROOM KITCHEN DINING DECK/ PRIVATEOPEN SPACE ENTRY UNIT# 6 KITCHEN W DECK/PRIVATEOPEN SPACE HALL DN 7.5"R 11"T DN7.5"R 11"T 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR TV LIVING DINING D-62 BEDROOM#1 D-63 DINING LIVING W-25D-54 3rd FLOOR DOOR/WINDOW Scale: 3/32" = 1'-0"3 D-52 W-09 W-08 D-45 BATH KITCHEN W/D W-17 W-16 DW TV D-51 D-15 D-16 D-25 D-34 W-10 W-11 BEDROOM#1 D-49 D-50 D-46D-47 W-05 W-06 W-07 BALCONY REF. LIVING HALL D-22 D-17 BATH D-18 D-19 W-15 W-14 W-13 W-12 COVEREDDECK BALCONY W/D DW D-35 D-36 REF. D-37 D-38 W-22 W-20 W-19 W-18 W-21 TV D-39 D-40 D-44 BATH BEDROOM TV LIVING W/D DW D-26 D-27 REF. D-33 D-32 D-31 D-30 BATH BEDROOM D-20 W/D DW D-24 D-23 REF. TV D-21 HALL KITCHEN LIVING EXIT2 HOUR BEDROOM KITCHEN DINING DECK ENTRY DECK UNIT# 2 UNIT# 3 UNIT# 4 UNIT# 5 COVEREDDECK ENTRY ROOF (6' FENCE) (6' FENCE) (6' FENCE) TRASHSHEDROOF DN7.5"R 11"T DN7.5"R 11"T EXIT2 HOUR DN7.5"R 11"T D-48 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL D-432X6 PARTITION WALL 2 HOUR 7 5/8" 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR W-23 D-28 D-41 D-42 D-29 HALL DINING DINING 2ND FLOOR WINDOWS/DOORS Scale: 3/32" = 1'-0"2 Window Schedule Nominal Size Window Style Sill Shutters Glass Frame Details Openings Window Data Mark O.A. Width O.A. Height NET GLAZING Configuration Shape Top Shape Transom Sash Muntin Pattern Interior Exterior Head Detail Jamb Detail Sill Detail Egress Win RO Width RO Height Mas O Width Mas O Height Mfr Model No.Accessories Comments W-01 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-02 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-03 19.036 6'0"4'0"19'0 1/2"Horizontal Slider XX Rectangle Square -Timber --TRUE 6'0"4'0"6'0"4'0" W-04 19.036 6'0"4'0"19'0 1/2"Horizontal Slider XX Rectangle Square -Timber --TRUE 6'0"4'0"6'0"4'0" W-05 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-06 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-07 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --TRUE 5'0"4'0"5'4"4'0" W-08 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --TRUE 5'0"4'0"5'4"4'0" W-09 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-10 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-11 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --TRUE 5'0"4'0"5'4"4'0" W-12 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-13 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-14 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-15 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-16 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-17 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-18 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-19 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-20 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-21 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-22 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-23 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-24 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-25 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-26 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-27 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-28 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-29 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-30 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-31 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-32 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-33 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-34 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-35 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-36 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-36 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-37 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-38 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-39 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-40 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-41 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" NEW 2% SLOPE ROOFTORCH DOWN3696 SQ. FT. W-41 D-85 W-40 2 HOUREXIT DN7.5"R 11"T COMMON ROOF DECK400 SQ. FT. COVEREDROOF BBQ LANDSCAPING PLANTERS PICNIC TABLE 4th FLOOR DOOR/WINDOW Scale: 3/32" = 1'-0"4 NET GLAZED 7 19 FRONT FACADEFRONT FACADE 7715 FRONT FACADEFRONT FACADE FRONT FACADE 715 FRONT FACADEFRONT FACADE 67 SQ. FT. GLAZING ON FRONT FACADE 9/11/24 NLB1 FRONT FACADE3 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE DETAILS A.18 1 HR. WALL- DETAIL HORIZONTAL SECTION Scale: 1" = 1'-0"3 1 HOUR WALL CONSTRUCTION-TYP.UL #U301 2 HR. 1 1/4" FLOOR JOISTS PER STRUCTURAL DRAWINGS "ISO-TRACK" PADS ON BOTTOM OF JOISTS "ISO-TRACK" RAILS ON BOTTOM OF JOISTS 5/8" SHEETROCK ON BOTTOM OF JOISTS QUIET BATT R-13 (For drywall ceiling, the rails are installed beneath the upper floor joists. The finished ceiling is hung from vibration isolators, and the drywall only comes into contact with the isolating foam cushion. It has no direct contact with hard surfaces that transmit sound from footsteps, meaning that sound energy is stopped because it simply has no path to travel.)INSULATION BETWEEN FLOOR JOISTS SOUND-PROOFING CEILING BETWEEN FLOORS- DETAIL SECTION Scale: 1" = 1'-0"2 1/2 HR. WALL- DETAIL HORIZONTAL SECTION Scale: 1" = 1'-0"7 2 HOUR WALL CONSTRUCTION-TYP. SOUNDPROOFING DIAGRAM Scale: 1" = 1'-0"11 LEAVE 1/4" GAP BETWEEN WALLS AND ADJ. WALLS, FLOOR, CEILING- APPLY ACCOUSTIC SOUND SEALANT ALL AROUND-TTYP. PLYWOOD SUBFLOOR "PROFLEX 90" MSC SOUND UNDERLAYMENT NOSING CAP W/ NON-SLIP COLOR CONTRAST SOLID WATER-PROOF TREAD IN CAST CONCRETE, OR SIM. 910 LED STEP LIGHT UNDER NOSING-TYP. SLANTED KNEE BRACE DETAIL Scale: 1" = 1'-0"4 SLOTTED HIDDEN 3-WAY STEEL CONNECTOR BOLTED THRU SUPPORT BEAM PER ENGINEER SUPPORT KNEE BRACE PER ENGINEER SLOTTED HIDDEN 3-WAY STEEL CONNECTOR BOLTED THRU: https://ctpostandbeam.com/connectors 1 1/2" HANDRAIL DETAIL Scale: 1" = 1'-0"6 PROVIDE BACKING IN WALL FOR HANDRAIL ATTACHMENTS-TYP. 3'-0" 2" BEAM SIZES PER ENGINEER-TYP. (BETWEEN UNITS) ( USE SIM. HIDDEN SLOT CONNECTIONS FOR VERTICAL POSTS) EAVE DETAIL WITH CONTINUOUS VENTS Scale: 1" = 1'-0"1 UNDER-SOFFITS TO MATCH (E) SOFFITS CONTINUOUS EAVE VENT STRIPE INSECT PROOF FASCIA TRIM BOARD 1X12 (VIF) METAL GUTTER ATTACHED TO DOWNSPOUTS ROOF JOISTS PER STRUCTURAL ENGINEER W/ R-49 INSULATION 2X6 STUDS @ 16" OC SHEATHING W/ VAPOR BARRIER WOOD OR HARDI- SIDING TORCH DOWN ROOF OVER BUILDING PAPER PER MFR SPECS, SEE PLYWOOD PER ENGINEER 1'-0" 1'-0" FRENCH DRAIN CONNECTED TO ALL DOWNSPOUTS 6"MIN.SLOPE TO DRAIN AWAY NEW SLAB ON GRADE VAPOR BARRIER R-10 RIGID INSULATION BELOW SLAB AND VERTICALLY UP EDGE OF SLAB (COVER WITH BOTTOM PLATE OF NEW WALL) R-21 INSULATION BETWEEN STUDS ENGINEERED FILL WALL TO WATERPROOF DECK Scale: 1" = 1'-0"8 2X6 STUDS @ 16" O.C. 4" CONC. SLAB 2" RIGID FOAM INSULATION VERTICAL BARS HORIZONTAL BARSHORIZONTAL BARS (2) #4 CONT. REBAR 4" DIA. TIGHTLINE 4" SIA. PERF. DRAIN PIPE SET IN GRAVEL R-10 INSULATION DETAIL Scale: 1" = 1'-0"5 9/11/24 NLB1 1 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE DETAILS A.19 JOB NUMBER: DRAWN BY : SCALE : ISSUED FOR : JOB NAME: © G E O F F R E Y E. B U T L E R A R C H I T E C T U R E & P L A N N I N G 2 0 0 8 W W W . G E B A R C H . C O M 1 3 0 6 B R I D G E W A Y S A U S A L I T O, C A L I F O R N I A 9 4 9 6 5 T . 4 1 5 . 3 3 2 . 3 3 8 8  4 1 5 . 3 3 2 . 3 3 7 7 . F DR AS NOTED 0801 ARIOWITSCH A R C H I T E C T U R E & P L A N N I N G G E O F F R E Y E B U T L E R PRICING 12 APR. 2008 A8.1 PLOT:08.02.08 ARIOWITSCH RESIDENCE 150 MARLIN DRIVE MILL VALLEY, California 94941 A.P.Nø: 029-231-02 DETAILS PERMIT 02 JULY 2008 PLANCHECK 12 AUG 20081 1 1 1 1 1 1 1 3/8" 5/8" GWB, PAINTED, TYP WATERPROOF MEMBRANE, LAP O/ BLDG. PAPER WINDOW AS SCHEDULED 5 A8.1 EXTERIOR SLIDING DOOR HEAD SCALE: 3" = 1'-0" 6 A8.1 EXTERIOR WINDOW SILL SCALE: 3" = 1'-0" 9 A8.1 NOT USED SCALE: 3" = 1'-0" 10 A8.1 WINDOW HEAD SCALE: 3" = 1'-0" WATERPROOF MEMBRANE, LAP O/ NAILING FIN @ HEAD, TYP. 3/8" TYP. HARDI-PLANK SIDING 5/8" GYP. BD., PAINTED, TYP. HEADER, S.S.D. 1X4 WD. TRIM, PAINTED, TYP. WINDOW AS SCHEDULED 2 X WD. TRIM, PAINTED, TYP. 15# BUILDING PAPER O/ PLYWD., S.S.D., TYP. GSM FLASHING (RUN MIN 3-1/2" UP AND UNDER BUILDING PAPER) 8 A8.1 ROOF TO WALL DETAIL SCALE: 1 1/2" = 1'-0" 11 A8.1 EAVE VENTILATION SCALE: 3" = 1'-0" 7 A8.1 EXTERIOR WINDOW JAMB SCALE: 3" = 1'-0" 3 A8.1 EAVE DETAIL SCALE: 1 1/2" = 1'-0" 1 A8.1 EXTERIOR SLIDING DOOR THRESHOLD SCALE: 3" = 1'-0" DOOR AS SCHEDULED PROVIDE WATERPROOF MEMBRANE LAP UNDER BUILDING PAPER 5/8" PTD GWB 4X HEADER- SSD 6'-8" TYP. BLDG. PAPER PLYWOOD, S.S.D. WINDOW AS SCHEDULED 5/8" PTD GWB, TYP FRAMING, S.S.D. 3/8" TYP. 2 A8.1 SCALE: 3" = 1'-0" HARDI-PLANK SIDING RAIL POST ATTACHMENT DETAIL 12 A8.1 ROOF RIDGE DETAIL SCALE: 1 1/2" = 1'-0" HARDI-PLANK SIDING 15# BUILDING PAPER O/ PLYWD., S.S.D., TYP. 1X4 WD. TRIM, PAINTED, TYP. 2 X WD. TRIM, PAINTED, TYP. 2 X WD. TRIM, PAINTED, TYP. 1X4 WD. TRIM, PAINTED, TYP. 1X4 WD. TRIM, PAINTED, TYP.2 X WD. TRIM, PAINTED, TYP. HARDI-PLANK SIDING PLYWOOD SHEATHING, SSD GSM FLASHING(RUN MIN 3-1/2" UP AND UNDER BUILDING PAPER) SCREEN DOOR SLOPE 1/4" PER FOOT MIN FLASHING AT DOOR THRESHOLD TILE O/ MORTAR BED O/WP MEMBRANE O/ PLYWOOD DOOR AS SCHEDULED FINISHED FLOOR WOOD FRAMING - S.S.D. SLOPE 1/4" PER FOOT MIN RWL PTD GWB, TYP. ACOUSTIC BATT INSULATION, SEE TITLE-24 BOLT PLATE TO 3X BLKG WATERPROOF MEMBRANE CERAMIC OR STONE TILE o/ 3/4" SETTING BED GSM FLASHING SHAPED 2X WOOD CAP CABLE RAIL 2"x3/8"x1/4" PTD. STEEL POST 3/4" PLYWOOD, SSD. 4 1/8" WALL BEYOND 3'-6" PROVIDE GUARDRAIL CONFORMING TO CBC SECTION 509. GUARDRAILS SHALL BE 3'-6" HIGH MINIMUM. OPENINGS IN GUARDRAILS SHALL NOT ALLOW A SPHERE 4" IN DIAMETER TO PASS THROUGH. WP MEMBRANE - GACO WESTERN, GACOFLEX U-13, ICC ESR-1284 GSM FLASHING 4" MIN 4" BUILDING PAPER, LAP o/ GSM FLASHING SLOPE 1/4" PER FOOT MIN 5/8" PTD GWB, TYP 4 A8.1 SCALE: 3" = 1'-0" DECK TO WALL DETAIL TILE o/ MORTAR BED 3/4" PLYWOOD 2 1/2" Ø VENT BUG SCREEN RAFTERS, TYP ROOF VENTILATION: REQUIRED ATTIC VENTILATION IS 1/150 OF ROOF AREA TO VENT ROOF AREA TO VENT= 568 SQ FT VENTILATION REQUIRED= 568 SQ FT ÷ 150= 3.79 SQ FT REQUIRED VENTILATION PROVIDED: QTY (6) 2 1/2" DIAM HOLES EACH RAFTER BAY (3 HOLES AT EAVE, 3 HOLES AT UPPER PORTION OF ROOF); 20 NEW RAFTER BAYS PROPOSED AREA OF 2 1/2" DIAM HOLE= ∏ (R x R)= ∏ (1 1/4" x 1 1/4")= 4.91 SQ IN TOTAL NUMBER OF HOLES= 20 BAYS X 6 HOLES EACH = 120 HOLES VENTILATION AREA PROVIDED= 120 HOLES x 4.91 SQ IN= 589 SQ IN= 4.09 SQ FT PROVIDED PTD 5/8" GWB BATT INSULATION, SEE TITLE 24 HARDI PLANK SIDING 15# BLDG PAPER PLYWOOD SHEATHING, SSD SHAKE ROOF, CLASS 'A' ASSEMBLY PTD T&G DECKING PTD 2X FASCIA FASCIA GUTTER GSM FLASHING PLYWD SHEATHING, SSD TRIM HELD OUT WITH 1X BLK'G DRILLED BLOCKING FOR EAVE VENTILATION, SEE 11/A8.1 FOR ADDITIONAL INFORMATION 20# BUILDING PAPER ROOF RAFTER- SSD PTD GWB BATT INSULATION- SEE TITLE 24 2X WOOD FRAMING- SSD COMP SHINGLE ROOFING STEPPED GSM FLASHING- 4" MIN EACH LEG BLDG PAPER- LAP OVER GSM FLASHING DRILL 2 1/2" DIA. HOLES @ 4 1/2" o.c. IN EA. RAFTER BAY, TYP. BOTH SIDES CLASS 'A' COMP. SHINGLES O/ WATERPROOF UNDERLAYMENTO/ PLYWD SHEATHING, SSD COMP. SHINGLE @ RIDGE VENT 2x12 ROOF RAFTERS, SSD RIDGE BEAM W/SIMPSON HANGERS, SSD 12 5 5/8" GWB RIDGE VENT BITUTHENE VENT HOLES W/ INSECT SCREEN AT EA RAFTER BAY PER VENTILATION REQ'T CONTINUOUS VENT JOB NUMBER: DRAWN BY : SCALE : ISSUED FOR : JOB NAME: © G E O F F R E Y E. B U T L E R A R C H I T E C T U R E & P L A N N I N G 2 0 0 8 W W W . G E B A R C H . C O M1 3 0 6 B R I D G E W A YS A U S A L I T O, C A L I F O R N I A 9 4 9 6 5T . 4 1 5 . 3 3 2 . 3 3 8 8  4 1 5 . 3 3 2 . 3 3 7 7 . F DR AS NOTED 0801 ARIOWITSCH A R C H I T E C T U R E & P L A N N I N GG E O F F R E Y E B U T L E R PRICING 12 APR. 2008 A8.1 PLOT:08.02.08 ARIOWITSCH RESIDENCE 150 MARLIN DRIVE MILL VALLEY, California 94941 A.P.Nø: 029-231-02 DETAILS PERMIT 02 JULY 2008 PLANCHECK 12 AUG 20081 1 1 1 1 1 1 1 3/8" 5/8" GWB, PAINTED, TYP WATERPROOF MEMBRANE, LAP O/ BLDG. PAPER WINDOW AS SCHEDULED 5 A8.1 EXTERIOR SLIDING DOOR HEAD SCALE: 3" = 1'-0" 6 A8.1 EXTERIOR WINDOW SILL SCALE: 3" = 1'-0" 9 A8.1 NOT USED SCALE: 3" = 1'-0" 10 A8.1 WINDOW HEAD SCALE: 3" = 1'-0" WATERPROOF MEMBRANE, LAP O/ NAILING FIN @ HEAD, TYP.3/8" TYP.HARDI-PLANK SIDING 5/8" GYP. BD.,PAINTED, TYP.HEADER, S.S.D.1X4 WD. TRIM,PAINTED, TYP.WINDOW AS SCHEDULED2 X WD. TRIM, PAINTED, TYP.15# BUILDING PAPER O/ PLYWD., S.S.D., TYP.GSM FLASHING(RUN MIN 3-1/2" UP AND UNDERBUILDING PAPER) 8 A8.1 ROOF TO WALL DETAIL SCALE: 1 1/2" = 1'-0" 11 A8.1 EAVE VENTILATION SCALE: 3" = 1'-0" 7 A8.1 EXTERIOR WINDOW JAMB SCALE: 3" = 1'-0" 3 A8.1 EAVE DETAIL SCALE: 1 1/2" = 1'-0" 1 A8.1 EXTERIOR SLIDING DOOR THRESHOLD SCALE: 3" = 1'-0" DOOR AS SCHEDULED PROVIDE WATERPROOF MEMBRANE LAP UNDER BUILDING PAPER 5/8" PTD GWB 4X HEADER- SSD 6'-8" TYP. BLDG. PAPER PLYWOOD, S.S.D. WINDOW AS SCHEDULED 5/8" PTD GWB, TYP FRAMING, S.S.D. 3/8" TYP. 2 A8.1 SCALE: 3" = 1'-0" HARDI-PLANK SIDING RAIL POST ATTACHMENT DETAIL 12 A8.1 ROOF RIDGE DETAIL SCALE: 1 1/2" = 1'-0" HARDI-PLANK SIDING 15# BUILDING PAPER O/ PLYWD., S.S.D., TYP. 1X4 WD. TRIM, PAINTED, TYP. 2 X WD. TRIM, PAINTED, TYP. 2 X WD. TRIM, PAINTED, TYP. 1X4 WD. TRIM, PAINTED, TYP. 1X4 WD. TRIM, PAINTED, TYP.2 X WD. TRIM, PAINTED, TYP. HARDI-PLANK SIDING PLYWOOD SHEATHING, SSD GSM FLASHING(RUN MIN 3-1/2" UP AND UNDER BUILDING PAPER) SCREEN DOOR SLOPE 1/4" PER FOOT MIN FLASHING AT DOOR THRESHOLD TILE O/ MORTAR BED O/WP MEMBRANE O/ PLYWOOD DOOR AS SCHEDULED FINISHED FLOOR WOOD FRAMING - S.S.D. SLOPE 1/4" PER FOOT MIN RWL PTD GWB, TYP. ACOUSTIC BATT INSULATION, SEE TITLE-24 BOLT PLATE TO 3X BLKG WATERPROOF MEMBRANE CERAMIC OR STONE TILE o/ 3/4" SETTING BED GSM FLASHING SHAPED 2X WOOD CAP CABLE RAIL 2"x3/8"x1/4" PTD. STEEL POST 3/4" PLYWOOD, SSD. 4 1/8" WALL BEYOND 3'-6" PROVIDE GUARDRAIL CONFORMING TO CBC SECTION 509. GUARDRAILS SHALL BE 3'-6" HIGH MINIMUM. OPENINGS IN GUARDRAILS SHALL NOT ALLOW A SPHERE 4" IN DIAMETER TO PASS THROUGH. WP MEMBRANE - GACO WESTERN, GACOFLEX U-13, ICC ESR-1284 GSM FLASHING 4" MIN 4" BUILDING PAPER, LAP o/ GSM FLASHING SLOPE 1/4" PER FOOT MIN 5/8" PTD GWB, TYP 4 A8.1 SCALE: 3" = 1'-0" DECK TO WALL DETAIL TILE o/ MORTAR BED 3/4" PLYWOOD 2 1/2" Ø VENTBUG SCREENRAFTERS, TYPROOF VENTILATION:REQUIRED ATTIC VENTILATION IS 1/150 OF ROOF AREA TO VENT ROOF AREA TO VENT= 568 SQ FTVENTILATION REQUIRED= 568 SQ FT ÷ 150= 3.79 SQ FT REQUIREDVENTILATION PROVIDED: QTY (6) 2 1/2" DIAM HOLES EACH RAFTER BAY (3 HOLES AT EAVE, 3 HOLES AT UPPER PORTION OF ROOF); 20 NEW RAFTER BAYS PROPOSEDAREA OF 2 1/2" DIAM HOLE= ∏ (R x R)= ∏ (1 1/4" x 1 1/4")= 4.91 SQ INTOTAL NUMBER OF HOLES= 20 BAYS X 6 HOLES EACH = 120 HOLESVENTILATION AREA PROVIDED= 120 HOLES x 4.91 SQ IN= 589 SQ IN= 4.09 SQ FT PROVIDED PTD 5/8" GWB BATT INSULATION, SEE TITLE 24 HARDI PLANK SIDING 15# BLDG PAPER PLYWOOD SHEATHING, SSD SHAKE ROOF, CLASS 'A' ASSEMBLY PTD T&G DECKING PTD 2X FASCIA FASCIA GUTTER GSM FLASHING PLYWD SHEATHING, SSD TRIM HELD OUT WITH 1X BLK'G DRILLED BLOCKING FOR EAVE VENTILATION, SEE 11/A8.1 FOR ADDITIONAL INFORMATION 20# BUILDING PAPER ROOF RAFTER- SSD PTD GWB BATT INSULATION- SEE TITLE 24 2X WOOD FRAMING- SSD COMP SHINGLE ROOFING STEPPED GSM FLASHING- 4" MIN EACH LEG BLDG PAPER- LAP OVER GSM FLASHING DRILL 2 1/2" DIA. HOLES@ 4 1/2" o.c. IN EA.RAFTER BAY, TYP.BOTH SIDES CLASS 'A' COMP. SHINGLES O/ WATERPROOF UNDERLAYMENTO/ PLYWD SHEATHING, SSDCOMP. SHINGLE @ RIDGE VENT 2x12 ROOF RAFTERS, SSDRIDGE BEAM W/SIMPSON HANGERS, SSD1255/8" GWB RIDGE VENT BITUTHENE VENT HOLES W/ INSECT SCREEN AT EA RAFTER BAY PER VENTILATION REQ'T CONTINUOUS VENT WINDOW HEAD DETAIL Scale: 1" = 1'-0"1EXTERIOR DOOR HEAD DETAIL Scale: 1" = 1'-0"2 EXTERIOR WINDOW SILL DETAIL Scale: 1" = 1'-0"3EXTERIOR DOOR THRESHOLD DETAIL Scale: 1" = 1'-0"4 FIRE RATING: STC RATING: SOUND TEST: SYSTEM THICKNESS: LOCATION: FRAMING TYPE: 2 HOURS 51 USG-040913 4-3/4" [121 MM] CORE-SHAFT STEEL STUD (NONLOAD-BEARING) GYPSUM PANELS: STEEL STUDS: INSULATION: GYPSUM PANELS: ASSEMBLY REQUIREMENTS: DESIGN NO. GENERAL WALL NOTES: 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. 2. FOR THE MOST UP-TO-DATE DETAILS, INCLUDING CONSTRUCTION VARIATIONS, REFER TO THE PUBLISHED DESIGN. 3. WHERE DESIGN NO. INDICATES “PER”, THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED SIMILARLY CONSTRUCTED ASSEMBLIES. 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. 7. FIRE-RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. 8. FIRE-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, INCREASE STUD MATERIAL THICKNESS, DECREASE STUD SPACING, DECREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. 9. WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE BASED ON LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES. 10. SOUND-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, DECREASE STUD MATERIAL THICKNESS, INCREASE STUD SPACING, INCREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. UL U415 UL System C ONE LAYER 1" [25.4 MM] SHEETROCK® GYPSUM LINER PANELS (UL TYPE SLX) 4" [102 MM] CH STUDS, 25 GA. (0.018"), 24" [610 MM] O.C. 3" [76 MM] MINERAL WOOL INSULATION ONE LAYER 3/4" [19 MM] SHEETROCK® ULTRACODE® GYPSUM PANEL (UL TYPE ULTRACODE) [121 mm] 4 3 / 4 " [610 mm] 24" [610 mm] 24" USG Corporation550 West Adams Street Chicago, IL 60661 USAwww.USG.com T. 800-USG4YOU DISCLAIMER: THE USG PRODUCT INFORMATION CONTAINTED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, AND OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION, AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE A SUBSTITUTE FOR THE DESIGN REVIEW AND APPROVAL OF THE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDCATION OF SUCH MODIFICATIONS, MODIFCATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ISSUE RECORD: SHEET INFORMATION: Revision Date 24/05/2021 1:28:03 PM SN-SW-2-05UL U415 UL SYSTEM C STAIRWALL DETAIL- 2 HOUR CONSTRUCTION Scale: 1" = 1'-0"5 INSWINGING DOOR SILL Scale: 1" = 1'-0"6 5/8" DIA. STAINLESS CARRIAGE BOLTS 3'-6" PT 4X12 4" DECKING MATERIAL: SUGGEST MAINTENANCE FREE DECKING SUCH AS "DENALI TRUORGANICS". FASTEN FROM BELOW. 4 12 PT DECK JOISTS 2 X 12 CANTILEVERED- PT BLOCKING . 4" 4" 4" 4" 4" 4" 4" 4" 4" STAINLESS TOP CAP, STAINLESS UPRIGHTS & STAINLESS ELECTROPOLISHED 3/8" TUBES OR CABLE RAIL-VERIFY WITH OWNER. SUGGEST "AGA STAINLESS" OPEN DECK DETAIL Scale: 1" = 1'-0"7 5/8" DIA. STAINLESS CARRIAGE BOLTS 3'-6" PT 6X8 HEADER 4" PORCELAIN TILE THIN SET OVER WATERPROOF MEMBRAINE. SLOPE DECK 1/4" PER FOOT. 6 NEW PT 2 X 8 -TYP. 4" 4" 4" 4" 4" 4" 4" 4" 4" STAINLESS TOP CAP, STAINLESS UPRIGHTS & STAINLESS ELECTROPOLISHED 3/8" TUBES OR CABLE RAIL-VERIFY WITH OWNER EPOXY TILE TRIM @ EDGE OF DECK & TOP MARINE GRADE 5/8 PLYWOOD ROOF DECK RAILING DETAIL Scale: 1" = 1'-0"8 NOTE: SEE STRUCTURAL DRAWINGS FOR MEMBER SIZES AND DETAILS 2 LAYERS OF 30# FELT APPROVED JOIST HANGERS FLASHING WRAPS TOP OF BLOCKING SHEATHING W/ VAPOR BARRIER NEW SIDING-SEE NOTES ON EXTERIOR ELEVATIONS PT. TRIM BOARD METAL FLASHING TO MATCH ROOFING-ADD DRIP 12 R-49 INSULATION OVER CONDITIONED SPACES-TYP. FIRESTOP PENETRATION DETAIL Scale: 1" = 1'-0"9 9/11/24 NLB1 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE MODEL SHOTS OF PROPOSED 8 UNIT MULTI- FAMILY A SONYA APARTMENTS WEST NORTH/WEST NORTH NORTH/EAST EAST SOUTH/EAST SOUTH/WEST SOUTH/WEST WEST PER AMC 19.63.040: C FACADE ARTICULATION FEATURES FOR THE ENTRY: A. DEFINED ENTRY B. WEATHER PROTECTION FEATURE E. CHANGE IN BUILDING MATERIAL VERTICAL BUILDING MODULATION MAX. INTERVAL LESS THEN 50' ROOFLINE MODULATION ON ALL SIDES-TYP. ADDRESS LETTERS ON ENTRY CROSS BEAM HEADER EXTEROR LIGHTING: ALL EXTERIOR LIGHTING TO BE IN-DIRECT- NO UP LIGHTING- TYP. 907 24TH SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS VERTICAL BUILDING MODULATION MAX. INTERVAL LESS THEN 50' VERTICAL BUILDING MODULATION MAX. INTERVAL LESS THEN 50' ROOF DECK FRONT EXTERIOR ELEVATION- NORTH SIDE Scale: 1/4" = 1'-0"3 40'-0" 29'-1" 9'-0" 9'-0" 9'-0" WEATHER PROTECTED ENTRY ROOF EXTENSION EXTERIOR LIGHTING FACING DOWN-TYP. 2 451416 202122241213 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE EXTERIOR ELEVATIONS- NORTH/SOUTH A.9 SIDING: VERTICAL METAL SIDING FACTORY FINISHED IN A LOW REFLECTIVE FINISH W/ TRIM EDGES ON 1ST FLOOR-TYP. SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS SIDING: VERTICALBOARD & BATT IN HARDIE PANELS ROOFING: TORCH DOWN REAR EXTERIOR ELEVATION- SOUTH SIDE Scale: 1/4" = 1'-0"2 39'-1" 29'-10" 9'-0" 9'-0" 9'-0" 2 5 14 2427 89 17 7'-6"GARBAGE SHED GARAGE ENTRY DECK DECK PROVIDE FACADE TRANSPARENCY CALCULATIONS (TABLE 19.61.070(B) & AMC 19.61.050) PATIO GARAGE ENTRYGARBAGE GARAGE ENTRY GARAGE ENTRY GARBAGE PATIO COVERED PATIO COVERED PATIO COMMON AREA ROOF DECK COVERED PATIOCOVERED PATIO DECKDECK DECK 9/11/24 NLB1 1 SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY 10/22/24 NLB2 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.0 BUS ROUTE MAP ANACORTES: FRONT-NORTH ELEVATION:REAR-SOUTH: ADDRESS: 907 24TH STREET TAX PARCEL: P57227 PROPERTY ID: 3788-010-004-0007 LEGAL DESCRIPTION:-(0.1400 ac) LOTS 3 AND 4, BLOCK 10, FIRST ADDITION TO THE CITY OF ANACORTES, SKAGIT CO., WASHINGTON, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 24, RECORDS OF SKAGIT COUNTY, WASHINGTON. Lot Acres: 0.1400 ac (5,997 SQ. FT.) QUARTER:SW SECTION:19 TOWNSHIP:35 RANGE:02 EXISITING Primary Prop Use: SINGLE FAMILY ON COMMERCIAL LOT PROPOSED: MULTI-FAMILY ZONING: COMMERCIAL (C) MINIMUM OPEN SPACE: 850 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT) MINIMUM LANDSCAPED AREA; 10% BLOCK FRONTAGE DESIGNATION: LANDSCAPED OCCUPANCY CLASS: R2 COMP PLAN: CONSTRUCTION TYPE: V BUILT: 1935 (SINGLE FAMILY RESIDENCE TO BE DEMOLISHED) 3 STORY MULTI FAMILY RESIDENCE: 7- 1 BEDROOM UNITS AND ONE - 2 BEDROOM UNIT, 8 PARKING SPACES COVERED. 1ST FLOOR GROSS= 806 SQ. FT. GROSS/net living=497 sq. ft. 2ND FLOOR= 3558 SQ. FT. GROSS/net living= 3241 sq. ft. 2ND FLOOR DECKS= 616 SQ. FT. 3RD FLOOR= 3071 SQ. FT. GROSS/ net living= 2893 sq. ft. 3RD FLOOR DECKS= 988 SQ. FT. 4TH FLOOR ROOF DECK= 560 SQ. FT. TOTAL= 7435 SQ. FT. gross / NET LIVING= 6617 SQ. FT. COVERED GARAGE= 3579 SQ. FT. TOTAL DECKS= 2164 SQ. FT. PARKING= 3579 SQ. FT. TOTAL IMPERVIOUS= 4678= 78%=LOT COVERAGE LANDSCAPED REQUIRED= 10%= 600 SQ. FT. TOTAL LANDCAPED PROPOSED= 1322 SQ. FT. TOTAL LANDSCAPED= 22% FRONT SETBACK: (10 feet ) SIDEYARD SETBACK: (5 FEET MINIMUM) REAR YARD SETBACK: (0 FEET) CONSTRUCTION TYPE: V - SLAB ON GRADE $ GARAGE NO MAXIMUM LOT COVERAGE (4375 COVERAGE/IMPERVIOUS)= 73% MAXIMUM HEIGHT= 40 FT.= BUILDING HEIGHT PROJECT DESCRIPTION: 1. BUILD 3 STORY MULTI-FAMILY BUILDING, OVER A PARKING GARAGE. ONE HANDICAP UNIT WILL BE PROVIDED. 7 UNITS THAT ARE 1 BEDROOM, 1 BATH UNITS AND 1 UNIT THAT IS 2 BEDROOMS. CONNECT UNITS WITH 2 STAIRCASES. 2. BUILD PARKING SPACES FOR 8 AND CONNECT TO ALLEY TO THE SOUTH. 3. EACH UNIT HAS OUTDOOR OPEN SPACE AND IS SPRINKLERED, INCLUDING THE GARAGE AND COVERED GARBAGE ENCLOSURE. OWNER: SONIA INC 1103 6TH ST ANACORTES, WA  98221 email: raniMGT@comcast.net ‭(360) 630-9188‬ ARCHITECT: NINA LE BARON, AIA ISLAND ARCHITECTURE 1905 Bay Place Anacortes, WA 98221 (360)-378-7647 email: nina@islandarchitecture.net SURVEYOR/CIVIL ENGINEER: DALE Herrigstad 4320 Whistle Lake Rd Anacortes WA 360-299-8804 email: Dale@Herrigstad.com ENGINEER: Tony Nesteruk, EIT JONES ENGINEERS, INC 4164 Meridian St. Suite 304 Bellingham WA 98226 ‭(360) 224-5378‬ CONTRACTOR: TO BE DETERMINED PARCEL MAP PROJECT INFO TABLE CONTACT INFOPROJECT AREA: FIDALGO ISLAND A.0- COVER SHEET A.1- SURVEY A.2- SITE PLANS A.3- STORMWATER PLAN A.4- LANDSCAPE PLAN A.5- 1ST FLOOR PLAN A.6- 2ND FLOOR PLAN A.7- 3RD FLOOR PLAN A.8- ROOF PLAN A.9- EXTERIOR ELEVATIONS- N/S A.10- EXTERIOR ELEVATIONS-E/W A.11- SECTIONS A.12- SECTIONS A.13- SECTIONS A.14- ELECTRICAL-1ST/2ND A.15- ELECTRICAL- 3RD/ROOF A.16- DOOR SCHEDULE A.17- WINDOW SCHEDULE A.18- DETAILS A.19- DETAILS C.1- CIVIL ENGINEER DRAINAGE C.2- CIVIL ENGINEER DRAINAGE C.3- CIVIL ENGINEER DETAILS S1.0- FOUNDATION PLAN S1.1- 2ND FLOOR/LOWER ROOF FRAMING S1.2- MAIN FLOOR SHEAR WALL S1.3- 3RD FLOOR FRAMING PLAN S1.4- 2ND FLOOR SHEARWALL S1.5- 3RD FLOOR & ROOF FRAMING PLAN S1.6- 3RD FLOOR SHEARWALL PLAN S1.7- TERRACE & ROOF FRAMING AND SHEARWALL S2.0- STRUCTURAL DETAILS S2.1- STRUCTURAL DETAILS S3.0- STRUCTURAL NOTES DRAWING INDEX WA STATE ENERGY CODE SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS= 6 CREDITS PROJECT LOCATION 1. This project is based on the requirements from the following applicable codes, and regardless of details shown on the drawings, all work must comply with them: Adopted Codes per AMC 19.14. 2018 WASHINGTON STATE ENERGY CODE 2018 Int ernational Building Code (IBC) and Amendments – Chapter 51-50 WAC 2018 International Residential Code (IRC) and Amendments – Chapter 51-51WAC 2018 International Mechanical Code (IMC) and Amendments – Chapter 51- 52 WAC 2018 International Fuel Gas Code (IFGC) and Amendments – Chapter 51-52 WAC 2018 International Property Maintenance Code (IPMC) 2018 International Existing Building Code (IEBC) 2018 International Energy Conservation Code (IECC) and Amendments –Chapter 51-11C & 51-11R WAC 2018 National Fuel Gas Code (NFPA 54) – Chapter 51-52 WAC 2018 Liquefied Petroleum Gas Code (NFPA 58) –Chapter 51-52 WAC 2018 Uniform Plumbing Code (UPC) and Amendments –Chapters 51-56, 51-57 WACElectrical - Chapter 296-46B WAC The Construction Administrative Code set forth in BMC 17.10.020 replaces the administrative chapters of the above adopted codes. 2018 International Fire Code (IFC) and Amendments – Chapter 51-54 WAC The IFC is adopted and amended per regulations set forth in BMC 17.20. 2. All dimensions and existing conditions will be checked and verified by the contractor before proceeding with work. These drawings are not intended to show the method and means of execution of the work. That is the responsibility of the Contractor hired to build this project. 3. Do not scale drawings. If in doubt of figured dimensions, ask the architect immediately. It is the responsibility of the General COntractor to review and familiarize with the contract docuements and site conditions prior to commencing with construction. If any conflict exists, it is the responsibility of the General Contractor to contact the Architect prior to execution. 4. All dimensions are face of framing or face of concrete unless otherwise noted. At furred out walls over concrete dimension note is to face of furring channels, unless otherwise noted. 5. All wood in contact with concrete shall be pressure preservitive treated. 6. Weather protections shall conform to AMC 19.14 Section 1402a. weather resistive barriers shall conform to ubc standard no. 14-1 for kraft paper and asphalt saturated felt. 7. All insulation shall conform with AMC 19.14 Section 101.3 for flame spread. all energy required insulation shall meet requirements of state codes. 8. All foam plastic insulation shall conform with AMC 19.14 Section 2606. 9. All piping, vents, and flues that penetrate the roof shall be located as per the roof plan and as approved by the architect, verify location prior to installation. 10. Coordinate all mechanical, plumbing, electrical devices with architectural interior elevations and lighting plan. 11. The address shall be posted so as to be clearly visible from the street in compliance with AMC 19.14. 12. Gas line schematic diagram and calculations and pipe sizing must be approved by the Building Official prior to requesting a rough plumbing inspection as per AMC 19.14 1209 and AMC 19.14 appendix 106.3.4.2. 13. CONTRACTOR TO ASSUME ALL LIABILITY FOR ALL WORK PROFORMED ON THIS PROJECT AND THAT IT MEETS ALL APPICABLE CODES. ALL WATER-PROOFING DETAILS SHALL BE GUARANTEED BY THEIR CONTRACT WITH THE OWNER. 14. Ownership of Drawings and Specifications of service are the Property of Island Architecture. Architect shall not be responsible for Owner supplied Documents. 15. Any waste materials shall be considered the property of the Contractor, unless claimed by the owner, and shall be disposed of away from the jobsite in accordance with applicable local, state and federal regulations. 16. During Construction, the Contractor shall be responsible for controlling noise, odors, dust, and debris to minimize impacts on the surrounding properties and roadways. PROJECT LOCATION GOOGLE MAP AERIAL: FRONT-NORTH /WEST: EXISTING HOUSE EXISTING HOUSE REAR-SOUTH/WEST: EXISTING HOUSE EXISTING HOUSE PROJECT NARRATIVE: Present;y, there is a single family residence that was built in 1935, with various small additions on the rear of the builidng. There is a small front porch, a main gable roof that runs East/West with an intersection gable facing the Street side (North side of the building). No garage, chainlink fence partially encompasses a small portion of the lot. The current site is devoid of any landscaping except for scrub grasses that have cropped up over the years thru the graveled site. The proposed plan is to develop the site for "Multi-Family Housing" for the Rental Market. There is a shortage of rental properties in Anacortes, and this location is a block from a bus top on Commercial Avenue. 8 units are planned with parking under the building on the 1st floor with a ground floor handicapped unit and parking. The 2nd floor has 4 - 1 Bedroom units. The 3rd floor has 3-1 Bedroom units. All units have access to open space directly off their units either thru enclosed ground level patio, to individual roof decking and patios. The project total size proposed on 3 floors is 7284 sq. ft. gross with a building footprint of 4688 sq. ft. Site Plan improvements include a front pedestrian sidewalk that indents for 3 guest parking spots, a landcaped front entry walkway and open space area with seatiing benches, and an enclosed private open space for the 1st floor handicap unit. Street trees are also proposed along with a front rain garden with native plantings to filter the roof water from atmospheric pollutants. The building has a defined welcoming public entry with a lobby for the tenant mailboxes and deliveries. Bicycle and motorcycle parking is provided in garage. Expected time of Occupancy is 2024-25. UNIT#1= 497 SQ. FT. UNIT#2= 800 SQ. FT. UNIT#3= 738 SQ. FT. UNIT#4=731 SQ. FT. UNIT#5= 878 SQ. FT. UNIT#6= 878 SQ. FT. UNIT#7= 828 SQ. FT. UNIT#8= 1188 SQ. FT. TOTAL NET = 6538 SQ. FT. GROSS 1ST= 864 GROSS 2ND= 3535 GROSS 3RD= 3071 TOTAL GROSS=7470 SQ. FT. email: tony@jonesengineers.us FIRE HYDRANT FIRE HYDRANT (AMC 19.61.070) (AMC 19.62.030.C) (COMMERCIAL C) AND 150 SQ. FT. PER 2 BDRM. UNIT (BLOCK FRONTAGE DESIGNATION : LANDSCAPED (AMC.19.61) 9/11/24 NLB1 1 1 1 1 1 1 1 1 1 1 10/22/24 NLB2 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SURVEY A.1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METER GAS METER ELEC. METER SEWER CONNECTION 612 SQ. FT.3156 SQ. FT.GRAVEL 3768 SQ. FT.TOTAL 930 SQ. FT. HARDSCAPE 3228 SQ. FT. GRAVEL 254254 654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0" 100'-0" 4'-10" 28'-5" 6'-0" 10'-0" FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100'-1 1/8" ALLEY 90'-0" PROPERTYLINE 55'-1" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15'-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL+4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE 6x18 MOTORCYCLE 6x21 RECYCLING OVER-FLOW 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SIDE SETBACK 6' SIDEWALK 4'-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS: GUEST PARKING TYPE OF USE AMA 19.64.030(B) MULTIFAMILY PARKING RATIO REQUIRED 1 PER 8 UNITS # UNITS 8 UNITS # PARKING SPACES 3 SPACES ON STREET OFF STREET PARKING PARKING MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED # UNITS 8 UNITS # PARKING SPACES 1 PER 1 UNIT 8 SPACES BICYCLE PARKING CALCULATIONS TYPE OF USE AMA 19.64.010 MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED .5 PER 10 UNITS 2 MINIMUM # PARKING SPACES 6 SPACES # UNITS 8 UNITS DENSITY AND USE CALCULATIONS: 6,000 SQ. FT. LOT COVERAGE CALCULATIONS: COMMERCIAL GROSS LOT SIZE BUILDING FOOTPRINT 4493 SQ. FT. % COVERAGE 75% BUILDING NET & GROSS AREAS GROSS -1 ST. NET -1 ST. 864 SQ. FT.GROSS -2 ND. NET -2 ND. GROSS -3RD. NET -3 RD. GROSS -TOTAL NET -TOTAL 3071 SQ. FT. 2894 SQ. FT.6538 SQ. FT. 3535 SQ. FT. 497 SQ. FT.3147 SQ. FT. 7470 SQ. FT. RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM. RANGE OF HEIGHTS: ALL WITHIN 3 STORY 19.78.030 GRADING Application requirements 1. NO SIGNIFICANT TREES EXIST 2. DEMOLITION OF EXISTING HOUSE AND EXCAVATION FOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OF DISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. LANDSCAPE/ OPEN SPACE CALCULATIONS: TYPE OF USE AMA 19.43.010.3(C) MULTIFAMILY LOT SIZE PRIVATE OPEN SPACE/BALCONIES The LANDSCAPE AREA must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT. 10% 599 SQ.FT. MINIMUM OPEN SPACE: 850 SQ. FT. (100 SQ. FT. PER 1 BR UNIT/150 2 BR) MINIMUM LANDSCAPED AREA:10% LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT. SHARED RESIDENTIAL OPEN SPACE 1ST FLOOR: 182 SQ. FT. ENTRY + ROOF DECK: 560 SQ. FT.= 742 SQ. FT. 1ST FLOOR: 100% OF GROUND LEVEL ADA REQ'D. OPEN SPACE= 1051 SQ. FT. 312 SQ. FT. 2ND FLOOR: 50% OF PRIVATE BALCONIES REQ'D. OPEN SPACE 620 /2=310 SQ. FT. TOTAL PRIVATE OPEN SPACE= 3RD FLOOR: 50% OF PRIVATE BALCONIES REQ'D. OPEN SPACE 857 /2=429 SQ. FT. 9/11/24 NLB1 1 1 9/11/24 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METER GAS METER ELEC. METER SEWER CONNECTION 612 SQ. FT.3156 SQ. FT. GRAVEL 3768 SQ. FT. TOTAL 930 SQ. FT. HARDSCAPE 3228 SQ. FT. GRAVEL 254254 654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0" 100'-0" 4'-10" 28'-5" 6'-0" 10'-0" FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100'-1 1/8" ALLEY 90'-0" PROPERTYLINE 55'-1" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15'-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL+4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE 6x18 MOTORCYCLE 6x21 RECYCLING OVER-FLOW 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SIDE SETBACK 6' SIDEWALK 4'-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS: GUEST PARKING TYPE OF USE AMA 19.64.030(B) MULTIFAMILY PARKING RATIO REQUIRED 1 PER 8 UNITS # UNITS 8 UNITS # PARKING SPACES 3 SPACES ON STREET OFF STREET PARKING PARKING MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED # UNITS 8 UNITS # PARKING SPACES 1 PER 1 UNIT 8 SPACES BICYCLE PARKING CALCULATIONS TYPE OF USE AMA 19.64.010 MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED .5 PER 10 UNITS 2 MINIMUM # PARKING SPACES 8 SPACES # UNITS 8 UNITS DENSITY AND USE CALCULATIONS: TYPE OF USE AMA 19.64.030(B) MULTIFAMILY GROSS LOT SIZE 6,000 SQ. FT. # UNITS 8 UNITS DENSITY MINIMUM: 3 DWELLING UNITS PER GROSS LOT COVERAGE CALCULATIONS: COMMERCIAL GROSS LOT SIZE BUILDING FOOTPRINT 6,000 SQ. FT. 4493 SQ. FT. % COVERAGE 75% BUILDING NET & GROSS AREAS GROSS -1 ST. NET -1 ST. 864 SQ. FT.GROSS -2 ND. NET -2 ND. GROSS -3RD. NET -3 RD. GROSS -TOTAL NET -TOTAL 3071 SQ. FT. 2894 SQ. FT.6538 SQ. FT. 3535 SQ. FT. 497 SQ. FT.3147 SQ. FT. 7470 SQ. FT. RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM. RANGE OF HEIGHTS: ALL WITHIN 3 STORY 19.78.030 GRADING Application requirements 1. NO SIGNIFICANT TREES EXIST 2. DEMOLITION OF EXISTING HOUSE AND EXCAVATION FOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OF DISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. OPEN SPACE CALCULATIONS: TYPE OF USE AMA 19.43.010.3(C) MULTIFAMILY LOT SIZE PRIVATE OPEN SPACE The open space(s) must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT. 10% 599 SQ.FT. MINIMUM OPEN SPACE: 800 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT) MINIMUM LANDSCAPED AREA:10% LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT. PUBLIC OPEN SPACE 1ST FLOOR: 182 SQ. FT. + ROOF DECK: 560 SQ. FT.= 742 SQ. FT. 1ST FLOOR: 306 SQ. FT., 2ND= 619, 3RD=857 TOTAL= 1782 SQ. FT. LANDSCAPED AREA SHARED USABLE RESIDENTIAL OPEN SPACE GROUND LEVEL INDIVIDUAL OUTDOOR SPACE & PRIVATE BALCONIES. 850 AND 150 SQ. FT. PER 2+ BDRM UNIT 42" 42" ALL OF THE REQUIRED OPEN SPACE FOR A UNIT MAY BE PROVIDED BY GROUND LEVEL OUTDOOR SPACE THAT IS ADJACENT AND DIRECTLY ACCESSIBLE TO THE SUBJECT UNIT HOWEVER, INDIVIDUAL GROUND LEVEL OPEN SPACE THAT IS IN EXCESS OF MINIMUM REQUIREMENTS CANNOT BE USED IN THE CALCULATIONS FOR DETERMINING THE MINIMUM USABLE OPEN SPACE REQUIREMENTS FOR OTHER UNITS IN THE DEVELOPMENT. UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY PRIVATE BALCONIES AND UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY SHARED ROOF DECKS. (AMC 19.62.040(B)) 100 200 175 850 SHARED ROOF DECK = 375 SQ. FT. 100% OF THE GROUND LEVEL, ADA, 1 BDRM, DWELLING UNIT'S REQUIRED OPEN SPACE. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY INDIVIDUAL BALCONIES. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY A SHARED ROOF DECK. 1.4 PER 2 BDRM UNIT SHORT-TERM BICYCLE PARKING = 0.5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 2 LONG-TERM BICYCLE PARKING = 5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 4 DENSITY MINIMUM = 15 DWELLING UNITS/GROSS ACRE, LOT SIZE = 60' x 100' = 6,000 + 1/2 ROW (40' x 60') = 8,400SF = 0.19 ACRES = 2.85 = 3 DWELLING UNITS MIN., PROPOSED = 8 ALL DUMPSTERS ARE REQUIRED TO BE OF A SIZE THAT CONTAINS WHEELS SO THEY MAY BE BROUGHT INTO THE ALLEY FOR PICK UP. 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S W E E N E Y R E S ID E N C E 1 4 1 7 S E R G IO S L A N E O A K H A R B O R , W A 9 8 2 7 7 P R O P E R T Y ID # 8 0 5 7 4 1 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S W E E N E Y R E S ID E N C E 1 4 1 7 S E R G IO S L A N E O A K H A R B O R , W A 9 8 2 7 7 P R O P E R T Y ID # 8 0 5 7 4 1 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S W E E N E Y R E S ID E N C E 1 4 1 7 S E R G IO S L A N E O A K H A R B O R , W A 9 8 2 7 7 P R O P E R T Y ID # 8 0 5 7 4 1 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S W E E N E Y R E S ID E N C E 1 4 1 7 S E R G IO S L A N E O A K H A R B O R , W A 9 8 2 7 7 P R O P E R T Y ID # 8 0 5 7 4 1 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 S O N I A I N C A P A R T M E N T S 9 0 7 2 4 T H S T R E E T A N A C O R T E S , W A 9 8 2 2 1 P A R C E L N U M B E R P 5 7 2 2 7 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net3 60-3 78-7 647 1 905 B AY P L A C E , A N A C O R TE S , W A 9 822 1 -29 2 3 nina @ islan d arch ite c ture .net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METER GAS METER ELEC. METER SEWER CONNECTION 612 SQ. FT.3156 SQ. FT. GRAVEL 3768 SQ. FT. TOTAL 930 SQ. FT. HARDSCAPE 3228 SQ. FT. GRAVEL 254254 654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0" 1 0 0 '- 0 " 4'-10" 2 8 '- 5 " 6 '-0 " 1 0 '-0 " FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100 '-1 1/8" ALLEY 9 0'-0" PROPERTYLINE 55'-1" 24TH STREET LANDS C AP ED 463 S Q . F T PR O PE R TY LINE P R OP ERTYL IN E PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"1 0'-0" EXIT TO ALLEY COVERED GARAGE L ANDS C AP ED 5 00 S Q. F T. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15 '-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES S IDE SE TB ACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL +4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" B IC YC LE 6x18 M O TO R C Y C L E 6 x21 R E C Y C LIN G O V E R -F L O W 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SID E S ETBA C K 6' SIDEWALK 4 '-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SL OP E DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SL OP E PAVED APRON 3'-0" S LO PE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS: GUEST PARKING TYPE OF USE AMA 19.64.030(B) MULTIFAMILY PARKING RATIO REQUIRED 1 PER 8 UNITS # UNITS 8 UNITS # PARKING SPACES 3 SPACES ON STREET OFF STREET PARKING PARKING MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED # UNITS 8 UNITS # PARKING SPACES 1 PER 1 UNIT 8 SPACES BICYCLE PARKING CALCULATIONS TYPE OF USE AMA 19.64.010 MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED .5 PER 10 UNITS 2 MINIMUM # PARKING SPACES 8 SPACES # UNITS 8 UNITS DENSITY AND USE CALCULATIONS: TYPE OF USE AMA 19.64.030(B) MULTIFAMILY GROSS LOT SIZE 6,000 SQ. FT. # UNITS 8 UNITS DENSITY MINIMUM: 3 DWELLING UNITS PER GROSS LOT COVERAGE CALCULATIONS: COMMERCIAL GROSS LOT SIZE BUILDING FOOTPRINT 6,000 SQ. FT. 4493 SQ. FT. % COVERAGE 75% BUILDING NET & GROSS AREAS GROSS -1 ST. NET -1 ST. 864 SQ. FT.GROSS -2 ND. NET -2 ND. GROSS -3RD. NET -3 RD. GROSS -TOTAL NET -TOTAL 3071 SQ. FT. 2894 SQ. FT.6538 SQ. FT. 3535 SQ. FT. 497 SQ. FT.3147 SQ. FT. 7470 SQ. FT. RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM. RANGE OF HEIGHTS: ALL WITHIN 3 STORY 19.78.030 GRADING Application requirements 1. NO SIGNIFICANT TREES EXIST 2. DEMOLITION OF EXISTING HOUSE AND EXCAVATION FOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OF DISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. OPEN SPACE CALCULATIONS: TYPE OF USE AMA 19.43.010.3(C) MULTIFAMILY LOT SIZE PRIVATE OPEN SPACE The open space(s) must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT. 10% 599 SQ.FT. MINIMUM OPEN SPACE: 800 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT) MINIMUM LANDSCAPED AREA:10% LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT. PUBLIC OPEN SPACE 1ST FLOOR: 182 SQ. FT. + ROOF DECK: 560 SQ. FT.= 742 SQ. FT. 1ST FLOOR: 306 SQ. FT., 2ND= 619, 3RD=857 TOTAL= 1782 SQ. FT. LANDSCAPED AREA SHARED USABLE RESIDENTIAL OPEN SPACE GROUND LEVEL INDIVIDUAL OUTDOOR SPACE & PRIVATE BALCONIES. 850 AND 150 SQ. FT. PER 2+ BDRM UNIT 42" 42" ALL OF THE REQUIRED OPEN SPACE FOR A UNIT MAY BE PROVIDED BY GROUND LEVEL OUTDOOR SPACE THAT IS ADJACENT AND DIRECTLY ACCESSIBLE TO THE SUBJECT UNIT HOWEVER, INDIVIDUAL GROUND LEVEL OPEN SPACE THAT IS IN EXCESS OF MINIMUM REQUIREMENTS CANNOT BE USED IN THE CALCULATIONS FOR DETERMINING THE MINIMUM USABLE OPEN SPACE REQUIREMENTS FOR OTHER UNITS IN THE DEVELOPMENT. UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY PRIVATE BALCONIES AND UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY SHARED ROOF DECKS. (AMC 19.62.040(B)) 100 200 175 850 SHARED ROOF DECK = 375 SQ. FT. 100% OF THE GROUND LEVEL, ADA, 1 BDRM, DWELLING UNIT'S REQUIRED OPEN SPACE. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY INDIVIDUAL BALCONIES. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY A SHARED ROOF DECK. 1.4 PER 2 BDRM UNIT SHORT-TERM BICYCLE PARKING = 0.5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 2 LONG-TERM BICYCLE PARKING = 5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 4 DENSITY MINIMUM = 15 DWELLING UNITS/GROSS ACRE, LOT SIZE = 60' x 100' = 6,000 + 1/2 ROW (40' x 60') = 8,400SF = 0.19 ACRES = 2.85 = 3 DWELLING UNITS MIN., PROPOSED = 8 ALL DUMPSTERS ARE REQUIRED TO BE OF A SIZE THAT CONTAINS WHEELS SO THEY MAY BE BROUGHT INTO THE ALLEY FOR PICK UP. 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METER GAS METER ELEC. METER SEWER CONNECTION 612 SQ. FT.3156 SQ. FT. GRAVEL 3768 SQ. FT. TOTAL 930 SQ. FT. HARDSCAPE 3228 SQ. FT. GRAVEL 254254 654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0" 100'-0" 4'-10" 28'-5" 6'-0" 10'-0" FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100'-1 1/8" ALLEY 90'-0" PROPERTYLINE 55'-1" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15'-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL+4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE 6x18 MOTORCYCLE 6x21 RECYCLING OVER-FLOW 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SIDE SETBACK 6' SIDEWALK 4'-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS: GUEST PARKING TYPE OF USE AMA 19.64.030(B) MULTIFAMILY PARKING RATIO REQUIRED 1 PER 8 UNITS # UNITS 8 UNITS # PARKING SPACES 3 SPACES ON STREET OFF STREET PARKING PARKING MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED # UNITS 8 UNITS # PARKING SPACES 1 PER 1 UNIT 8 SPACES BICYCLE PARKING CALCULATIONS TYPE OF USE AMA 19.64.010 MULTIFAMILY, 1 BEDROOM PARKING RATIO REQUIRED .5 PER 10 UNITS 2 MINIMUM # PARKING SPACES 8 SPACES # UNITS 8 UNITS DENSITY AND USE CALCULATIONS: TYPE OF USE AMA 19.64.030(B) MULTIFAMILY GROSS LOT SIZE 6,000 SQ. FT. # UNITS 8 UNITS DENSITY MINIMUM: 3 DWELLING UNITS PER GROSS LOT COVERAGE CALCULATIONS: COMMERCIAL GROSS LOT SIZE BUILDING FOOTPRINT 6,000 SQ. FT. 4493 SQ. FT. % COVERAGE 75% BUILDING NET & GROSS AREAS GROSS -1 ST. NET -1 ST. 864 SQ. FT.GROSS -2 ND. NET -2 ND. GROSS -3RD. NET -3 RD. GROSS -TOTAL NET -TOTAL 3071 SQ. FT. 2894 SQ. FT.6538 SQ. FT. 3535 SQ. FT. 497 SQ. FT.3147 SQ. FT. 7470 SQ. FT. RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM. RANGE OF HEIGHTS: ALL WITHIN 3 STORY 19.78.030 GRADING Application requirements 1. NO SIGNIFICANT TREES EXIST 2. DEMOLITION OF EXISTING HOUSE AND EXCAVATION FOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OF DISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. OPEN SPACE CALCULATIONS: TYPE OF USE AMA 19.43.010.3(C) MULTIFAMILY LOT SIZE PRIVATE OPEN SPACE The open space(s) must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT. 10% 599 SQ.FT. MINIMUM OPEN SPACE: 800 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT) MINIMUM LANDSCAPED AREA:10% LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT. PUBLIC OPEN SPACE 1ST FLOOR: 182 SQ. FT. + ROOF DECK: 560 SQ. FT.= 742 SQ. FT. 1ST FLOOR: 306 SQ. FT., 2ND= 619, 3RD=857 TOTAL= 1782 SQ. FT. LANDSCAPED AREA SHARED USABLE RESIDENTIAL OPEN SPACE GROUND LEVEL INDIVIDUAL OUTDOOR SPACE & PRIVATE BALCONIES. 850 AND 150 SQ. FT. PER 2+ BDRM UNIT 42" 42" ALL OF THE REQUIRED OPEN SPACE FOR A UNIT MAY BE PROVIDED BY GROUND LEVEL OUTDOOR SPACE THAT IS ADJACENT AND DIRECTLY ACCESSIBLE TO THE SUBJECT UNIT HOWEVER, INDIVIDUAL GROUND LEVEL OPEN SPACE THAT IS IN EXCESS OF MINIMUM REQUIREMENTS CANNOT BE USED IN THE CALCULATIONS FOR DETERMINING THE MINIMUM USABLE OPEN SPACE REQUIREMENTS FOR OTHER UNITS IN THE DEVELOPMENT. UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY PRIVATE BALCONIES AND UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY SHARED ROOF DECKS. (AMC 19.62.040(B)) 100 200 175 850 SHARED ROOF DECK = 375 SQ. FT. 100% OF THE GROUND LEVEL, ADA, 1 BDRM, DWELLING UNIT'S REQUIRED OPEN SPACE. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY INDIVIDUAL BALCONIES. 50% OF THE UPPER 7 DWELLING UNIT'S REQUIRED OPEN SPACE PROVIDED BY A SHARED ROOF DECK. 1.4 PER 2 BDRM UNIT SHORT-TERM BICYCLE PARKING = 0.5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 2 LONG-TERM BICYCLE PARKING = 5 PER 10 DWELLING UNITS, 2 MINIMUM REQUIRED = 4 DENSITY MINIMUM = 15 DWELLING UNITS/GROSS ACRE, LOT SIZE = 60' x 100' = 6,000 + 1/2 ROW (40' x 60') = 8,400SF = 0.19 ACRES = 2.85 = 3 DWELLING UNITS MIN., PROPOSED = 8 ALL DUMPSTERS ARE REQUIRED TO BE OF A SIZE THAT CONTAINS WHEELS SO THEY MAY BE BROUGHT INTO THE ALLEY FOR PICK UP.1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE STORMWATER MANAGEMENT PLAN A.3 6'-0" 10'-0" FRONT SETBACK 5' FENCED INDIVIDUAL 312 SQ. FT. FRONT SETBACK 100'-1 1/8" ALLEY 90'-0" PROPERTYLINE 55'-1" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METER GAS METER ELEC. METER STORM DRAIN LINE WATER LINE SEPTIC LINE UNDERGROUND ELECTRICAL FEED 5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BEDROOM#1 12'-0 1/2" REF. LIVING LOBBY 15'-0" ENTRY KITCHEN W/D ENTRY UNIT# 1(508 SQ. FT.) HANDICAP ACCESIBLE (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-0" 11x18 5'-0" HC#1 HC BATH 6'-9" 42'-4" 24'-0"#7 #6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18 #2 #3 #4 #5 24'-6" 30'-10" 6'-5" HALL MECH. (SLAB ON GRADE) GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED (103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL +4493 1ST FLOOR + 18 GARBAGE ENCLOSURE4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE 6x18 MOTORCYCLE 6x21 RECYCLING OVER-FLOW 6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0" 76'-6 1/8" 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 SIDE SETBACK 6' SIDEWALK 4'-6" 6'-0" 9'-4" REMOVE (E) WATER METER, MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH 8 UNITS AND NEW 2" CONNECTION TO WATER MAIN WITH VALVE. 3'-0" 15'-8" FLOORELEVATION 48.50' ELEV. +45.84" ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOF TO DOWNSPOUTS CONNECTED TO FRENCHDRAINS TO STORM-DRAIN IN STREET 3'3" RETAINING WALL W/ 3'6" GUARDRAIL 3'3" RETAINING WALL W/ 6' FENCE ABOVE SLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAINING WALL W/ 6' FENCE ABOVE NOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONS ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN- SPOUT/ TO STORM DRAIN LINE @ STREET Minimum Requirements #1 - #10. COMPLETE AND TALLY ALL SQUARE FOOTAGES 1. PROJECT IMPERVIOUS AREA – PROPOSED IMPROVEMENTS SQUARE FEET Proposed gravel driveway/parking Roof area of all proposed buildings Proposed decks, patios, covered porches, sports surfaces, etc. Area of all impervious surfaces created under an OPEN PERMIT/S Area of all impervious surfaces created within the PAST two years SUBTOTAL: (A) 2. REPLACED IMPERVIOUS AREA Area of existing impervious area within the footprint of new development (B) 3. EXISTING IMPERVIOUS SURFACES Area of all impervious surfaces existing OVER 2 years SUBTOTAL: (C) NEW IMPERVIOUS AREA = PROPOSED - REPLACED IMPERVIOUS: (A) - (B) TOTAL POST-PROJECT IMPERVIOUS AREA: (A) - (B) + (C) (D) TOTAL LAND DISTURBING ACTIVITY Areas to be cleared associated with proposed project, including landscaping. ELEMENT#1 BMP USING STAKES & ROPE (AND OR PLASTIC FENCING), MARK PERIMETER OF CONSTRUCTION LIMITS. PROTECT ALL TREES IN CLOSE PROXIMITY. ELEMENT#5 BMP ELEMENT#9 BMP Soil stockpiles must be stabilized from erosion by covering- mulch surrounding vegetation to prevent run-off with chipped site vegetation SEDIMENT BARRIER OF STRAW WATTLES (C235) DOWNSLOPE OF CONSTRUCTION SITE. ELEMENT#10 BMP ELEMENT#11 BMP ELEMENT#2 BMP Access points shall be stabilized with a pad of quarry spalls or crushed rock prior to traffic leaving the construction site to minimize the tracking of sediment onto public roads. ELEMENT#12 BMP ELEMENT#4 BMP ELEMENT#6 BMP ELEMENT#8 BMP: NA PROTECT ALL DRAIN INLETS- All sediment and street wash water shall not be allowed to enter storm drains -CRUSHED ROCK BASE FOR 75' TO PREVENT UPHILL MIGRATION- ELEMENT#3 BMP ELEMENT#7 BMP PROTECT DRAIN INLETS PROTECT SLOPES SEDIMENT CONTROLS CONTROL FLOW RATES MAINTAIN BMP(BEST MANAGEMENT PRACTICES): REPAIR TO ASSURE CONTINUED PERFORMANCE INSPECT WEEKLY IN DRY SEASON OR DAILY IN WET SEASON. MANAGE THE PROJECT- REVEGITATE .EXPOSED AREAS AND MAINTAIN EXISTING VEGETATION. STRAW BALES STRAW BALES Wetlands Protection For public facilities, a copy of the operation and maintenance manual shall be retained in the appropriate department. A log of maintenance activity that indicates what actions were taken shall be kept and be available for inspection by the County OR City. (UNDER BUILDING, under roof so does not count) 3036 1203 4239 EXISTING GRAVELED AREA INCLUDED AS IMPERVIOUS 4136 638 4796 4985 4158 (3229) TEMPORARY MATERIALS STAGING DURING CONSTRUCTION FENCED INDIVIDUAL 160 SQ. FT. FRONT SETBACK 100'-0" ALLEY 90'-0 5/8" PROPERTYLINE 60'-0" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE W/ FENCE PROPERTYLINE W/ FENCE PROPERTYLINE POWER POLE STORM DRAIN LINE WATER LINE 5'-0" 5'-0" 5'-0" 5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 REF. ENTRY W/D (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK 24'-4" MAILROOM 24'-4" 11x18 5'-0" HC#1 HC 6'-9" 42'-4" 24'-4" 8x18 #7 9x18 #6 8x18 #8TRASH SHED ENCLOSURE (9'8"x6'8") 60'-0" 9x18 #2 #3 9x18 #49x18 #5 9x18 24'-6" 30'-10" 6'-5" MOTORCYCLE 6x21 MECH. BLOCK FRONTAGE DESIGNATION: LANDSCAPED USEABLE RESIDENTIAL OPEN SPACE CALCULATION: TYPE OF USE FROMAMC 19.62.040B MULTI-FAMILYDWELLING 1 BEDROOM OPEN SPACE RATIO 100 SQ. FT.PER UNIT # UNITS 8 OPEN SPACE REQUIRED 8OO SQ. FT. c. Balconies. Up to 50 percent of the required open space may be provided by private balconies, provided such spaces are at least 32 square feet in area, with no dimension less than four feet (not including railings), to provide a space usable for human activity. UNIT#1 100 SQ. FT. PER UNIT 160 SQ. FT. PATIO FENCED-only 100 sf. ft. counted-no bonus for more UNIT#2 100 SQ. FT. PER UNIT UNIT#3 100 SQ. FT.PER UNIT 83 SQ. FT. PATIO -only 50 sq. ft. counted UNIT#4 100 SQ. FT.PER UNIT UNIT#5 100 SQ. FT.PER UNIT UNIT#6 100 SQ. FT.PER UNIT UNIT#7 100 SQ. FT.PER UNIT UNIT#8 100 SQ. FT.PER UNIT 185 SQ. FT. PATIO -only 50 sq. ft. counted 185 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 108 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 150 SQ. FT. PATIO -only 50 sq. ft. counted 560 SQ. FT. COMMON ROOF DECK 450 TOTAL-800= 350 NEEDED ENTRY COMMON OPEN SPACE 182 TOTAL ROOF COMMON OPEN SPACE TOTAL COMMON OPEN SPACE 813 SQ. FT. PARKING LOT LIGHTING: CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WATERPROOF COVERED OUTLET 240 VOLT OUTLET HOSE BIBHB WP LANDSCAPE BUFFERS: HB HBPROVIDE TEMP. LANDCAPE IRREGATION WHILE PLANTINGS ARE GETTING ESTABLISHED LANDSCAPE CALCULATIONS: GROSS SITE AREA 5,997 SQ. FT. % OF SITE AREA TO BE LANDSCAPED PER AMC 19.42.020-030 10% OR 599 SQ. FT. WIDTH OF PLANTINGSTRIP LOCATEDALONG PUBLIC STREET 6'-6" FT. BLOCK FRONTAGELANDCAPING "LANDSCAPED" BLOCK FRONTAGE 10' WIDE LANDSCAPED AREA (MINUS SIDEWALK=6'-6")60 LINEAL FT. OF FRONTAGE=3 STREET TREES ENCLOSED PARKINGAREA UNDERBUILDING-NOLANDCAPING IN PARKING AREA. PARKING PERIMETER IS 5'TO LOT LINE GRADING CALCULATIONS: 37683768 LAND DISTURBANCE TOTAL AREA OF LAND DISTURBING ACTIVITIES TOTAL SQ. FT. 4985 HARD SURFACE AREA CALCULATIONS NON POLLUTION GENERA- TING HARD SURFACES EXISTING REMOVED REPLACED NEW SITE SIZE 6000 EXISTING IMPERVIOUSSURFACE COVERAGE 62% PROPOSED IMPERVIOUS SURFACE COVERAGE 322 GRADING QUANTITIES: IMPORTED FILL: TOTAL SQ. FT. CUBIC YARDS 166 EXCAVATED CUT:166 TOTAL CUT & FILL: (103 SQ. FT. HARDSCAPED) (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" 6'-6" 83% 4985 1217 WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON WATERMETER GUEST PARKING SIDE SETBACK ELEV. +45.84" 3'3" RETAINING WALL W/ 6' FENCE ABOVE DN- 6" R, 15" T LANDSCAPE PLAN Scale: 1:1001 LANDSCAPE KEY FOR PLANTING BEDS PLANT MATERIAL KEY TYPE OF LANDSCAPE MATERIAL COMMON/BOTANICAL NAME NUMBER SIZE 36 35 12 12 DECIDUOUS TREE 3 4" DECIDUOUS SHRUB (N) BLUEBERRY-Vaccinium corymbosum 20 2 gallon 2 2 2 2 2 soil mix "3 way topsoil", PLANTING DEPTH/WIDTH AS RECOMMENDED FOR EACH VARITY W/ 2" BARK MULCH 40 135 Total PLANTING SPECIFICATION: GROUND COVERGROUND COVER 1 gallon DRAUGHT TOLLERANT 21 -SEE RAIN GARDEN DETAILS ON SHEET A.3 FENCED INDIVIDUAL 160 SQ. FT. FRONT SETBACK 100'-0" ALLEY 90'-0 5/8" PROPERTYLINE 60'-0" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE W/ FENCE PROPERTYLINE W/ FENCE PROPERTYLINE POWER POLE STORM DRAIN LINE WATER LINE 5'-0" 5'-0" 5'-0" 5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 REF. ENTRY W/D 15'-7" (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK SIDE SETBACK 24'-4" MAILROOM 24'-4" 11x18 5'-0" HC#1 HC 6'-9" 42'-4" 24'-4" 8x18 #7 9x18 #6 8x18 #8TRASH SHED ENCLOSURE (9'8"x6'8") 60'-0" 9x18 #2 #3 9x18 #49x18 #5 9x18 24'-6" 30'-10" 6'-5" MOTORCYCLE 6x21 MECH. 6'-0" GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED USEABLE RESIDENTIAL OPEN SPACE CALCULATION: TYPE OF USE FROMAMC 19.62.040B MULTI-FAMILY DWELLING1 BEDROOM OPEN SPACE RATIO 100 SQ. FT.PER UNIT # UNITS 8 OPEN SPACE REQUIRED 8OO SQ. FT. c. Balconies. Up to 50 percent of the required open space may be provided by private balconies, provided such spaces are at least 32 square feet in area, with no dimension less than four feet (not including railings), to provide a space usable for human activity. UNIT#1 100 SQ. FT. PER UNIT 160 SQ. FT. PATIO FENCED-only 100 sf. ft.counted-no bonus for more UNIT#2 100 SQ. FT. PER UNIT UNIT#3 100 SQ. FT.PER UNIT 83 SQ. FT. PATIO -only 50 sq. ft. counted UNIT#4 100 SQ. FT. PER UNIT UNIT#5 100 SQ. FT. PER UNIT UNIT#6 100 SQ. FT.PER UNIT UNIT#7 100 SQ. FT.PER UNIT UNIT#8 100 SQ. FT.PER UNIT 185 SQ. FT. PATIO -only 50 sq. ft. counted 185 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 108 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 150 SQ. FT. PATIO -only 50 sq. ft. counted 560 SQ. FT. COMMON ROOF DECK 450 TOTAL-800= 350 NEEDED ENTRY COMMON OPEN SPACE 182 TOTAL ROOF COMMON OPEN SPACE TOTAL COMMON OPEN SPACE 813 SQ. FT. PARKING LOT LIGHTING: CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WATERPROOF COVERED OUTLET 240 VOLT OUTLET HOSE BIBHB WP LANDSCAPE BUFFERS: HB HBPROVIDE TEMP. LANDCAPE IRREGATION WHILE PLANTINGS ARE GETTING ESTABLISHED LANDSCAPE CALCULATIONS: GROSS SITE AREA 5,997 SQ. FT. % OF SITE AREA TO BE LANDSCAPEDPER AMC 19.42.020-030 10% OR 599 SQ. FT. WIDTH OF PLANTING STRIP LOCATEDALONG PUBLIC STREET 6'-6" FT. BLOCK FRONTAGELANDCAPING "LANDSCAPED" BLOCK FRONTAGE10' WIDE LANDSCAPED AREA (MINUS SIDEWALK=6'-6")60 LINEAL FT. OF FRONTAGE=3 STREET TREES ENCLOSED PARKING AREA UNDERBUILDING-NO LANDCAPING IN PARKING AREA. PARKINGPERIMETER IS 5'TO LOT LINE GRADING CALCULATIONS: 37683768 LAND DISTURBANCE TOTAL AREA OF LAND DISTURBING ACTIVITIES TOTAL SQ. FT. 4985 HARD SURFACE AREA CALCULATIONS NON POLLUTION GENERA- TING HARD SURFACES EXISTING REMOVED REPLACED NEW SITE SIZE 6000 EXISTING IMPERVIOUS SURFACE COVERAGE 62% PROPOSED IMPERVIOUS SURFACE COVERAGE 322 GRADING QUANTITIES: IMPORTED FILL: TOTAL SQ. FT. CUBIC YARDS 166 EXCAVATED CUT:166 TOTAL CUT & FILL: (103 SQ. FT. HARDSCAPED) (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" 6'-6" 83% 4985 1217 WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON LANDSCAPE PLAN Scale: 1:1001 LANDSCAPE KEY FOR PLANTING BEDS PLANT MATERIAL KEY TYPE OF LANDSCAPE MATERIAL COMMON/BOTANICAL NAME NUMBER SIZE 36 35 12 12 DECIDUOUS TREE (N) APPLE TREE-Malus domestica 3 4" DECIDUOUS SHRUB (N) BLUEBERRY-Vaccinium corymbosum 20 2 gallon 2 2 2 2 2 soil mix "3 way topsoil", PLANTING DEPTH/WIDTH AS RECOMMENDED FOR EACH VARITY W/ 2" BARK MULCH 40 135 Total PLANTING SPECIFICATION: GROUND COVERGROUND COVER 1 gallon DRAUGHT TOLLERANT Bleeding heart (Dicentra formosa), wild lily-of-the-valley (Maianthemum dilatatum), three-leaf foamflower (Tiarella trifoliata), all of which are Washington natives 21 -SEE RAIN GARDEN DETAILS ON SHEET A.3 PLANT 3 APPLE TREES- MALUS DOMESTICA OR SIM. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE LANDSCAPE PLANS/OPEN SPACE CALCS. A.4 1502 BEDROOMS 7007 75 475 850 375 DOES NOT MEET THE INTENT NOR STANDARDS FOR SHARED OPEN SPACE. 560 STREET TREES MUST BE FROM THE CITY'S APPROVED STREET TREE LIST. CONSIDERATION MUST BE MADE FOR EXISTING SOIL TYPE AND DEPTH, THE AMOUNT OF MAINTENANCE REQUIRED, SPACING, EXPOSURE TO SUN AND WIND, THE SLOPE AND CONTOURS OF THE SITE, WATER CONSERVATION, SOIL INFILTRATION CAPACITY, AND THE IMPACT OF LANDSCAPING ON VISIBILITY OF THE SITE FOR PURPOSES OF PUBLIC SAFETY AND SUURVEILLANCE. UNACCEPTABLE TREE SPECIES FOR STREET TREES LOCATED IN THE PUBLIC RIGHT-OF-WAY. CHOOSE A TREE FROM THE CITY'S LIST OF ACCEPTABLE STREET TREES. ALL AREAS BETWEEN THE SIDEWALK AND THE BUILDING MUST CONTAIN TYPES B, C, OR D LANDSCAPING (AS DEFINED IN AMC 19.65.060). THIS PLAN DOES NOT SATISFY THIS REQUIREMENT. (TABLE 19.61.070(B)) IN MEETING THE MINIMUM REQUIREMENTS OF "LANDSCAPED AREAS", PERENNIALS CAN BE UTILIZED IN TYPE D LANDSCAPING ONLY. USE OF PERENNIALS ARE TO ENHANCE LANDSCAPING, NOT TO SATISFY MINIMUM REQUIREMENTS AS THEY DO NOT PROVIDE YEAR ROUND COVER AND THUS DO NOT MEET THE DEFINITION OF "LANDSCAPED AREAS". ARCHITECTURAL SITE PLAN SHALL SHOW THE CORRECT FRONTAGE IMPROVEMENTS ON ALL SHEETS. CIVIL SITE PLAN, ARCHITECTURAL SITE PLAN, AND LANDSCAPE PLAN SHALL NOT SHOW DIFFERENT PROPOSED INFRASTRUCTURE. WHAT IS THIS POINTING TO? ARE "V" CURBS PROPOSED? A TEMPORARY IRRIGATION SYSTEM WILL SERVE THE PROPOSED LANDSCAPE AREA, PROVIDED THE APPLICANT CAN SUCCESSFULLY DEMONSTRATE THAT THE PROPOSED TEMPORARY IRRIGATION SYSTEM WILL PROVIDE SUFFICIENT WATER TO ENSURE THAT THE PLANT MATERIALS TO BE PLANTED WILL SURVIVE INSTALLATION AND, ONCE ESTABLISHED, WILL SURVIVE WITHOUT WATERING OTHER THAN NATURAL RAINFALL. MORE INFORMATION IS NEEDED ON HOW THE TEMPORARY IRRIGATION SYSTEM WILL SATISFY THIS REQUIREMENT. CORNUS ALTERNIFOLIA (PAGODA DOGWOOD) LOBULARIA MARITIMA WONDERLAND DEEP PURPLE NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE LANDSCAPE PLANS/OPEN SPACE CALCS. A.4SITE CROSS SECTION- NORTH SIDE Scale: 1:1002 33'-11" 12 2.1 29'-1" 9'-0" 9'-0" 9'-0" - 5'-0" 9/11/24 NLB1 1 FENCED INDIVIDUAL 160 SQ. FT. FRONT SETBACK 100'-0" ALLEY 90'-0 5/8" PROPERTYLINE 60'-0" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE W/ FENCE PROPERTYLINE W/ FENCE PROPERTYLINE POWER POLE STORM DRAIN LINE WATER LINE 5'-0" 5'-0" 5'-0" 5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 REF. ENTRY W/D 15'-7" (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK SIDE SETBACK 24'-4" MAILROOM 24'-4" 11x18 5'-0" HC#1 HC 6'-9" 42'-4" 24'-4" 8x18 #7 9x18 #6 8x18 #8TRASH SHED ENCLOSURE (9'8"x6'8") 60'-0" 9x18 #2 #3 9x18 #49x18 #5 9x18 24'-6" 30'-10" 6'-5" MOTORCYCLE 6x21 MECH. 6'-0" GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED USEABLE RESIDENTIAL OPEN SPACE CALCULATION: TYPE OF USE FROMAMC 19.62.040B MULTI-FAMILYDWELLING 1 BEDROOM OPEN SPACE RATIO 100 SQ. FT.PER UNIT # UNITS 8 OPEN SPACE REQUIRED 8OO SQ. FT. c. Balconies. Up to 50 percent of the required open space may be provided by private balconies, provided such spaces are at least 32 square feet in area, with no dimension less than four feet (not including railings), to provide a space usable for human activity. UNIT#1 100 SQ. FT.PER UNIT 160 SQ. FT. PATIO FENCED-only 100 sf. ft. counted-no bonus for more UNIT#2 100 SQ. FT. PER UNIT UNIT#3 100 SQ. FT.PER UNIT 83 SQ. FT. PATIO -only 50 sq. ft. counted UNIT#4 100 SQ. FT.PER UNIT UNIT#5 100 SQ. FT.PER UNIT UNIT#6 100 SQ. FT.PER UNIT UNIT#7 100 SQ. FT.PER UNIT UNIT#8 100 SQ. FT.PER UNIT 185 SQ. FT. PATIO -only 50 sq. ft. counted 185 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 108 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 150 SQ. FT. PATIO -only 50 sq. ft. counted 560 SQ. FT. COMMON ROOF DECK 450 TOTAL-800= 350 NEEDED ENTRY COMMON OPEN SPACE 182 TOTAL ROOF COMMON OPEN SPACE TOTAL COMMON OPEN SPACE 813 SQ. FT. PARKING LOT LIGHTING: CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WATERPROOF COVERED OUTLET 240 VOLT OUTLET HOSE BIBHB WP LANDSCAPE BUFFERS: HB HBPROVIDE TEMP. LANDCAPE IRREGATION WHILE PLANTINGS ARE GETTING ESTABLISHED LANDSCAPE CALCULATIONS: GROSS SITE AREA 5,997 SQ. FT. % OF SITE AREA TO BE LANDSCAPED PER AMC 19.42.020-030 10% OR 599 SQ. FT. WIDTH OF PLANTINGSTRIP LOCATEDALONG PUBLIC STREET 6'-6" FT. BLOCK FRONTAGE LANDCAPING "LANDSCAPED" BLOCK FRONTAGE 10' WIDE LANDSCAPED AREA (MINUS SIDEWALK=6'-6")60 LINEAL FT. OF FRONTAGE=3 STREET TREES ENCLOSED PARKING AREA UNDERBUILDING-NOLANDCAPING IN PARKING AREA. PARKING PERIMETER IS 5'TO LOT LINE GRADING CALCULATIONS: 37683768 LAND DISTURBANCE TOTAL AREA OF LAND DISTURBING ACTIVITIES TOTAL SQ. FT. 4985 HARD SURFACE AREA CALCULATIONS NON POLLUTION GENERA- TING HARD SURFACES EXISTING REMOVED REPLACED NEW SITE SIZE 6000 EXISTING IMPERVIOUSSURFACE COVERAGE 62% PROPOSED IMPERVIOUS SURFACE COVERAGE 322 GRADING QUANTITIES: IMPORTED FILL: TOTAL SQ. FT. CUBIC YARDS 166 EXCAVATED CUT:166 TOTAL CUT & FILL: (103 SQ. FT. HARDSCAPED) (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" 6'-6" 83% 4985 1217 WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON LANDSCAPE PLAN Scale: 1:1001 LANDSCAPE KEY FOR PLANTING BEDS PLANT MATERIAL KEY TYPE OF LANDSCAPE MATERIAL COMMON/BOTANICAL NAME NUMBER SIZE 36 35 12 12 DECIDUOUS TREE (N) APPLE TREE-Malus domestica 3 4" DECIDUOUS SHRUB (N) BLUEBERRY-Vaccinium corymbosum 20 2 gallon 2 2 2 2 2 soil mix "3 way topsoil", PLANTING DEPTH/WIDTH AS RECOMMENDED FOR EACH VARITY W/ 2" BARK MULCH 40 135 Total PLANTING SPECIFICATION: GROUND COVERGROUND COVER 1 gallon DRAUGHT TOLLERANT Bleeding heart (Dicentra formosa), wild lily-of-the-valley (Maianthemum dilatatum), three-leaf foamflower (Tiarella trifoliata), all of which are Washington natives 21 -SEE RAIN GARDEN DETAILS ON SHEET A.3 PLANT 3 APPLE TREES- MALUS DOMESTICA OR SIM. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE LANDSCAPE PLANS/OPEN SPACE CALCS. A.4 1502 BEDROOMS 7007 75 475 850 375 DOES NOT MEET THE INTENT NOR STANDARDS FOR SHARED OPEN SPACE. 560 STREET TREES MUST BE FROM THE CITY'S APPROVED STREET TREE LIST. CONSIDERATION MUST BE MADE FOR EXISTING SOIL TYPE AND DEPTH, THE AMOUNT OF MAINTENANCE REQUIRED, SPACING, EXPOSURE TO SUN AND WIND, THE SLOPE AND CONTOURS OF THE SITE, WATER CONSERVATION, SOIL INFILTRATION CAPACITY, AND THE IMPACT OF LANDSCAPING ON VISIBILITY OF THE SITE FOR PURPOSES OF PUBLIC SAFETY AND SUURVEILLANCE. UNACCEPTABLE TREE SPECIES FOR STREET TREES LOCATED IN THE PUBLIC RIGHT-OF-WAY. CHOOSE A TREE FROM THE CITY'S LIST OF ACCEPTABLE STREET TREES. ALL AREAS BETWEEN THE SIDEWALK AND THE BUILDING MUST CONTAIN TYPES B, C, OR D LANDSCAPING (AS DEFINED IN AMC 19.65.060). THIS PLAN DOES NOT SATISFY THIS REQUIREMENT. (TABLE 19.61.070(B)) IN MEETING THE MINIMUM REQUIREMENTS OF "LANDSCAPED AREAS", PERENNIALS CAN BE UTILIZED IN TYPE D LANDSCAPING ONLY. USE OF PERENNIALS ARE TO ENHANCE LANDSCAPING, NOT TO SATISFY MINIMUM REQUIREMENTS AS THEY DO NOT PROVIDE YEAR ROUND COVER AND THUS DO NOT MEET THE DEFINITION OF "LANDSCAPED AREAS". ARCHITECTURAL SITE PLAN SHALL SHOW THE CORRECT FRONTAGE IMPROVEMENTS ON ALL SHEETS. CIVIL SITE PLAN, ARCHITECTURAL SITE PLAN, AND LANDSCAPE PLAN SHALL NOT SHOW DIFFERENT PROPOSED INFRASTRUCTURE. WHAT IS THIS POINTING TO? ARE "V" CURBS PROPOSED? A TEMPORARY IRRIGATION SYSTEM WILL SERVE THE PROPOSED LANDSCAPE AREA, PROVIDED THE APPLICANT CAN SUCCESSFULLY DEMONSTRATE THAT THE PROPOSED TEMPORARY IRRIGATION SYSTEM WILL PROVIDE SUFFICIENT WATER TO ENSURE THAT THE PLANT MATERIALS TO BE PLANTED WILL SURVIVE INSTALLATION AND, ONCE ESTABLISHED, WILL SURVIVE WITHOUT WATERING OTHER THAN NATURAL RAINFALL. MORE INFORMATION IS NEEDED ON HOW THE TEMPORARY IRRIGATION SYSTEM WILL SATISFY THIS REQUIREMENT. 1 1 1 1 REFER TO CIVIL DRAWINGS FOR ALL INFO THAT IS TOO CONFUSING TO ADD TO THE LANDSCASPE DRAWINGS THAT ARE INTENDED TO ILLUSTRATE THE LANDSCAPING ONLY. FENCED INDIVIDUAL 160 SQ. FT. FRONT SETBACK 100'-0" ALLEY 90'-0 5/8" PROPERTYLINE 60'-0" 24TH STREET LANDSCAPED 463 SQ. FT PROPERTYLINE W/ FENCE PROPERTYLINE W/ FENCE PROPERTYLINE POWER POLE STORM DRAIN LINE WATER LINE 5'-0" 5'-0" 5'-0" 5'-0"10'-0" EXIT TO ALLEY COVERED GARAGE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 REF. ENTRY W/D 15'-7" (SHARED OPEN SPACE 182 SQ. FT.) 4'-0" AWNING ABOVE SIDEWALK 6'-0" "V" CURB CONTINUES SIDE SETBACK SIDE SETBACK 24'-4" MAILROOM 24'-4" 11x18 5'-0" HC#1 HC 6'-9" 42'-4" 24'-4" 8x18 #7 9x18 #6 8x18 #8TRASH SHED ENCLOSURE (9'8"x6'8") 60'-0" 9x18 #2 #3 9x18 #49x18 #5 9x18 24'-6" 30'-10" 6'-5" MOTORCYCLE 6x21 MECH. 6'-0" GUEST PARKING BLOCK FRONTAGE DESIGNATION: LANDSCAPED USEABLE RESIDENTIAL OPEN SPACE CALCULATION: TYPE OF USE FROMAMC 19.62.040B MULTI-FAMILYDWELLING1 BEDROOM OPEN SPACE RATIO 100 SQ. FT. PER UNIT # UNITS 8 OPEN SPACE REQUIRED 8OO SQ. FT. c. Balconies. Up to 50 percent of the required open space may be provided by private balconies, provided such spaces are at least 32 square feet in area, with no dimension less than four feet (not including railings), to provide a space usable for human activity. UNIT#1 100 SQ. FT. PER UNIT 160 SQ. FT. PATIO FENCED-only 100 sf. ft.counted-no bonus for more UNIT#2 100 SQ. FT.PER UNIT UNIT#3 100 SQ. FT. PER UNIT 83 SQ. FT. PATIO -only 50 sq. ft. counted UNIT#4 100 SQ. FT.PER UNIT UNIT#5 100 SQ. FT.PER UNIT UNIT#6 100 SQ. FT.PER UNIT UNIT#7 100 SQ. FT.PER UNIT UNIT#8 100 SQ. FT. PER UNIT 185 SQ. FT. PATIO -only 50 sq. ft. counted 185 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 108 SQ. FT. PATIO -only 50 sq. ft. counted 90 SQ. FT. PATIO -only 50 sq. ft. counted 150 SQ. FT. PATIO -only 50 sq. ft. counted 560 SQ. FT. COMMON ROOF DECK 450 TOTAL-800= 350 NEEDED ENTRY COMMON OPEN SPACE 182 TOTAL ROOF COMMON OPEN SPACE TOTAL COMMON OPEN SPACE 813 SQ. FT. PARKING LOT LIGHTING: CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WATERPROOF COVERED OUTLET 240 VOLT OUTLET HOSE BIBHB WP LANDSCAPE BUFFERS: HB HBPROVIDE TEMP. LANDCAPE IRREGATION WHILE PLANTINGS ARE GETTING ESTABLISHED LANDSCAPE CALCULATIONS: GROSS SITE AREA 5,997 SQ. FT. % OF SITE AREA TO BE LANDSCAPEDPER AMC 19.42.020-030 10% OR 599 SQ. FT. WIDTH OF PLANTING STRIP LOCATEDALONG PUBLIC STREET 6'-6" FT. BLOCK FRONTAGELANDCAPING "LANDSCAPED" BLOCK FRONTAGE10' WIDE LANDSCAPED AREA (MINUS SIDEWALK=6'-6") 60 LINEAL FT. OF FRONTAGE=3 STREET TREES ENCLOSED PARKINGAREA UNDER BUILDING-NOLANDCAPING IN PARKING AREA. PARKINGPERIMETER IS 5' TO LOT LINE GRADING CALCULATIONS: 37683768 LAND DISTURBANCE TOTAL AREA OF LAND DISTURBING ACTIVITIES TOTAL SQ. FT. 4985 HARD SURFACE AREA CALCULATIONS NON POLLUTION GENERA-TING HARD SURFACES EXISTING REMOVED REPLACED NEW SITE SIZE 6000 EXISTING IMPERVIOUS SURFACE COVERAGE 62% PROPOSED IMPERVIOUSSURFACE COVERAGE 322 GRADING QUANTITIES: IMPORTED FILL: TOTAL SQ. FT. CUBIC YARDS 166 EXCAVATED CUT:166 TOTAL CUT & FILL: (103 SQ. FT. HARDSCAPED) (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" 6'-6" 83% 4985 1217 WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON LANDSCAPE PLAN Scale: 1:1001 LANDSCAPE KEY FOR PLANTING BEDS PLANT MATERIAL KEY TYPE OF LANDSCAPE MATERIAL COMMON/BOTANICAL NAME NUMBER SIZE 36 35 12 12 DECIDUOUS TREE (N) APPLE TREE-Malus domestica 3 4" DECIDUOUS SHRUB (N) BLUEBERRY-Vaccinium corymbosum 20 2 gallon 2 2 2 2 2 soil mix "3 way topsoil", PLANTING DEPTH/WIDTH AS RECOMMENDED FOR EACH VARITY W/ 2" BARK MULCH 40 135 Total PLANTING SPECIFICATION: GROUND COVERGROUND COVER 1 gallon DRAUGHT TOLLERANT Bleeding heart (Dicentra formosa), wild lily-of-the-valley (Maianthemum dilatatum), three-leaf foamflower (Tiarella trifoliata), all of which are Washington natives 21 -SEE RAIN GARDEN DETAILS ON SHEET A.3 PLANT 3 APPLE TREES- MALUS DOMESTICA OR SIM. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE LANDSCAPE PLANS/OPEN SPACE CALCS. A.4 1502 BEDROOMS 7007 75 475 850 375 DOES NOT MEET THE INTENT NOR STANDARDS FOR SHARED OPEN SPACE. 560 STREET TREES MUST BE FROM THE CITY'S APPROVED STREET TREE LIST. CONSIDERATION MUST BE MADE FOR EXISTING SOIL TYPE AND DEPTH, THE AMOUNT OF MAINTENANCE REQUIRED, SPACING, EXPOSURE TO SUN AND WIND, THE SLOPE AND CONTOURS OF THE SITE, WATER CONSERVATION, SOIL INFILTRATION CAPACITY, AND THE IMPACT OF LANDSCAPING ON VISIBILITY OF THE SITE FOR PURPOSES OF PUBLIC SAFETY AND SUURVEILLANCE. UNACCEPTABLE TREE SPECIES FOR STREET TREES LOCATED IN THE PUBLIC RIGHT-OF-WAY. CHOOSE A TREE FROM THE CITY'S LIST OF ACCEPTABLE STREET TREES. ALL AREAS BETWEEN THE SIDEWALK AND THE BUILDING MUST CONTAIN TYPES B, C, OR D LANDSCAPING (AS DEFINED IN AMC 19.65.060). THIS PLAN DOES NOT SATISFY THIS REQUIREMENT. (TABLE 19.61.070(B)) IN MEETING THE MINIMUM REQUIREMENTS OF "LANDSCAPED AREAS", PERENNIALS CAN BE UTILIZED IN TYPE D LANDSCAPING ONLY. USE OF PERENNIALS ARE TO ENHANCE LANDSCAPING, NOT TO SATISFY MINIMUM REQUIREMENTS AS THEY DO NOT PROVIDE YEAR ROUND COVER AND THUS DO NOT MEET THE DEFINITION OF "LANDSCAPED AREAS". ARCHITECTURAL SITE PLAN SHALL SHOW THE CORRECT FRONTAGE IMPROVEMENTS ON ALL SHEETS. CIVIL SITE PLAN, ARCHITECTURAL SITE PLAN, AND LANDSCAPE PLAN SHALL NOT SHOW DIFFERENT PROPOSED INFRASTRUCTURE. WHAT IS THIS POINTING TO? ARE "V" CURBS PROPOSED? A TEMPORARY IRRIGATION SYSTEM WILL SERVE THE PROPOSED LANDSCAPE AREA, PROVIDED THE APPLICANT CAN SUCCESSFULLY DEMONSTRATE THAT THE PROPOSED TEMPORARY IRRIGATION SYSTEM WILL PROVIDE SUFFICIENT WATER TO ENSURE THAT THE PLANT MATERIALS TO BE PLANTED WILL SURVIVE INSTALLATION AND, ONCE ESTABLISHED, WILL SURVIVE WITHOUT WATERING OTHER THAN NATURAL RAINFALL. MORE INFORMATION IS NEEDED ON HOW THE TEMPORARY IRRIGATION SYSTEM WILL SATISFY THIS REQUIREMENT. 1 1 MASSING STUDIES/ MATERIALS A.5 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE 1ST FLOOR PLAN A.5 PAVED APRON FRONT SETBACK 100'-0" ALLEY 90'-0" PROPERTYLINE LANDSCAPED 463 SQ. FT PROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE SEPTIC LINE 5'-0" 5'-0" 5'-0" 5'-0" 10'-0" EXIT TO ALLEY COVERED GARAGE 3579 SQ. FT. SLAB ON GRADE LANDSCAPED 500 SQ. FT. BICYCLE 6x21 BEDROOM#1 12'-0" 12'-4" REF. LIVING LOBBY 15'-0" KITCHEN W/D ENTRY UNIT# 1(497 SQ. FT.) HANDICAP ACCESIBLE 5'-0" 4'-0" AWNING ABOVE SIDEWALK SIDE SETBACK SIDE SETBACK 4'-0" 24'-0" MAILBOXES 24'-0" Vertical Clearance: A vertical clearance of 98” minimum is required at the following locations: 1. Parking spaces for vans. 2. The access aisles serving parking spaces for vans. 3. The vehicular routes serving parking spaces for vans. Signage: Accessible parking spaces signs must include the International Symbol of Accessibility complying with ICC A117.1-2009 Section 703.6.3.1. All signs with the International Symbol of Accessibility are required to be white on a blue background. Signs identifying van parking spaces must also contain the designation “van accessible”. Signs must be 60” minimum above the floor of the parking space, measured to the bottom of the sign. Access aisles must be provided with a vertical “no parking” sign at the head of each access aisle. 11x18 5'-0" HC #1 HC BATH 6'-9" 42'-0" 60'-0" 6'-5" MOTORCYCLE HALL MECH. (SLAB ON GRADE) 6'-0" 50'-0" 18'-0" 14'-0" 3'-6" 24'-0" 5'-0" 8" 6'-5" EXIT UP 7"R 11"T UP 7"R 11"T 30'-10"24'-6" RECYCLING 6x9 TRASH SHED (12'4"x 6'9") (2@2 YARD DUMPSTERS 80 SQ. FT.) 12'-4" 6'-9" #7 #6 8'6 x18 #8 8'-8"x18 #2 #3 #4 #5 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 15'-9" 8'-0" HANDRAIL @ 36" H 3'6" HIGH FENCE @ 36" H 6'0" HIGH FENCE FENCED INDIVIDUAL 306 SQ. FT. DN- 6" R, 15" T FLOOR ELEVATION 48.5' FLOOR ELEVATION 48.5' 16'-9" SLOPE 2% 1'-10"6'-9" PATIO 106 SQ. FT.) ENTRY 12'-0" (SHARED OPEN SPACE 177 SQ. FT.) SLOPE 2% NOTE- PROVIDE TIRE STOPS-TYP. 17'-9"17'-4"17'-3"19'-3" 21'-6"13'-7"17'-5"24'-7" 5'-4" 10'-0"10'-0"10'-0" UP 36" 1'-0" 3'-0" 2 YARD DUMPSTER SIZE: 5 1/2" (196 SQ. FT.) ELEV. +45.84" 1'-0" 3'-6" 14'-0" 1'-0" 7'-4" 1'-0" NOTE#1: CONTINUOUS 1.5" DIA. HANDRAIL @ 36" OFF NOSINGS-TYP. NOTE#1: CONTINUOUS 1.5" DIA. HANDRAIL @ 36" OFF NOSINGS-TYP. 1'-0" EXIT EXIT EXIT 1 HOUR 1 HOUR FIRST FLOOR PLAN Scale: 1/4" = 1'-0"1 1 2 A B NOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741NOTE:PERMITPHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.netNOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741NOTE:PERMITPHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.netNOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741NOTE:PERMITPHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.netNOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741NOTE:PERMITPHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.netNOTE:DESIGNPHASERevisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION3882 CINDY LANEBELLINGHAM, WA 98226-9448PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227NOTE:PERMITSUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SITE PLANS A.2 FRONT SETBACK WATER METERGAS METERELEC. METERSEWER CONNECTION612 SQ. FT.3156 SQ. FT.GRAVEL3768 SQ. FT.TOTAL 930 SQ. FT.HARDSCAPE3228 SQ. FT.GRAVEL 254254654 EXISTING SITE PLAN Scale: 1" = 10'-0"1 60'-0"100'-0"4'-10"28'-5"6'-0"10'-0"FRONT SETBACK5' FENCEDINDIVIDUAL 312 SQ. FT. FRONT SETBACK100'-1 1/8" ALLEY 90'-0"PROPERTYLINE 55'-1"24TH STREET LANDSCAPED 463 SQ. FTPROPERTYLINE PROPERTYLINE PROPERTYLINE POWER POLE WATER METERGAS METERELEC. METERSTORM DRAIN LINEWATER LINE SEPTIC LINE UNDERGROUNDELECTRICAL FEED5'-0"5'-0"5'-0"10'-0" EXIT TO ALLEY COVEREDGARAGELANDSCAPED 500 SQ. FT.BEDROOM#1 12'-0 1/2"REF.LIVINGLOBBY 15'-0" ENTRY KITCHENW/DENTRYUNIT# 1(508 SQ. FT.)HANDICAP ACCESIBLE(SHARED OPEN SPACE 182 SQ. FT.)4'-0"AWNING ABOVE SIDEWALK6'-0""V" CURB CONTINUES SIDE SETBACK24'-4"MAILROOM 24'-0" 11x18 5'-0"HC#1 HCBATH6'-9"42'-4"24'-0"#7#6 8'6 x18 #8 TRASH SHED (12'4"x 6'9") 60'-0" 8'-8"x18#2#3#4#524'-6"30'-10"6'-5"HALLMECH.(SLAB ON GRADE)GUEST PARKINGBLOCK FRONTAGE DESIGNATION: LANDSCAPED(103 SQ. FT. HARDSCAPED) 285 HARDSCAPED TOTAL+4493 1ST FLOOR+ 18 GARBAGE ENCLOSURE 4796 TOTAL IMPERVIOUS COVERAGE (47 SQ. FT. LANDSCAPED) 50'-0"5'-0"5'-0" BICYCLE6x18MOTORCYCLE6x21RECYCLINGOVER-FLOW6x10 2 YARD DUMPSTER SIZE: (2@2 YARD DUMPSTERS) 12'-4" 6'-9" 5'-0"5'-0"76'-6 1/8"8'-8"x188'-8"x188'-8"x188'-8"x188'-8"x18SIDE SETBACK 6' SIDEWALK4'-6"6'-0"9'-4"REMOVE (E) WATER METER,MOVE NEW METER BEHIND SIDEWALK. COORDINATE SIZE OF METER WITH8 UNITS AND NEW 2" CONNECTION TOWATER MAIN WITH VALVE.3'-0"15'-8"FLOORELEVATION48.50'ELEV. +45.84"ELEV. +48.50'1/4"/FT. SLOPE DN- 6" R, 15" T DRAINAGE OFF ROOFTO DOWNSPOUTSCONNECTED TO FRENCHDRAINS TOSTORM-DRAIN INSTREET3'3" RETAININGWALL W/ 3'6"GUARDRAIL 3'3" RETAININGWALL W/ 6' FENCE ABOVESLOPE PAVED APRON 3'-0" SLOPE 3'3" RETAININGWALL W/ 6' FENCE ABOVENOTE#1- PLEASE SEE CIVIL SHEETS (C.1-3) TO VERIFY SITE DRAINAGE AND UTILITY LOCATIONSROOF DOWN-SPOUT/ TO STORM DRAIN LINE @ STREET ROOF DOWN-SPOUT/ TO STORM DRAIN LINE @ STREET PROPOSED SITE PLAN Scale: 1" = 10'-0"2 PARKING CALCULATIONS:GUEST PARKINGTYPE OF USEAMA 19.64.030(B)MULTIFAMILY PARKING RATIOREQUIRED1 PER 8 UNITS # UNITS8 UNITS # PARKINGSPACES3 SPACESON STREETOFF STREET PARKING PARKINGMULTIFAMILY,1 BEDROOM PARKING RATIOREQUIRED # UNITS8 UNITS # PARKINGSPACES1 PER 1 UNIT 8 SPACESBICYCLE PARKING CALCULATIONSTYPE OF USEAMA 19.64.010MULTIFAMILY,1 BEDROOM PARKING RATIOREQUIRED.5 PER 10 UNITS2 MINIMUM # PARKINGSPACES8 SPACES# UNITS8 UNITSDENSITY AND USE CALCULATIONS:TYPE OF USEAMA 19.64.030(B)MULTIFAMILY GROSS LOT SIZE6,000 SQ. FT.# UNITS8 UNITS DENSITY MINIMUM:3 DWELLING UNITS PER GROSSLOT COVERAGE CALCULATIONS: COMMERCIALGROSS LOT SIZE BUILDING FOOTPRINT6,000 SQ. FT.4493 SQ. FT.%COVERAGE75%BUILDING NET & GROSS AREASGROSS -1 ST.NET -1 ST.864 SQ. FT.GROSS -2 ND.NET -2 ND.GROSS -3RD.NET -3 RD.GROSS -TOTALNET -TOTAL3071 SQ. FT.2894 SQ. FT.6538 SQ. FT.3535 SQ. FT.497 SQ. FT.3147 SQ. FT.7470 SQ. FT.RANGE OF TYPES: 7 -1 BEDROOM UNITS/1-2 BEDRM.RANGE OF HEIGHTS: ALL WITHIN 3 STORY19.78.030 GRADINGApplication requirements1. NO SIGNIFICANT TREES EXIST2. DEMOLITION OF EXISTING HOUSE AND EXCAVATIONFOR NEW FOOTINGS AND UTILITIES. DESCRIPTION OFDISPOSAL SITE: 3. CLEARING AND GRADING PLANS: THE SITE IS FLAT, NO GRADING IS REQUIRED WITH EXCAVATION ONLY REQUIRED FOR FOUNDATION FOOTINGS AND UTILITIES. OPEN SPACE CALCULATIONS:TYPE OF USEAMA 19.43.010.3(C)MULTIFAMILY LOT SIZEPRIVATE OPEN SPACEThe open space(s) must be equivalent to 10 percent (minimum) of the lot area 5997 SQ.FT.10%599 SQ.FT.MINIMUM OPEN SPACE: 800 SQ. FT. (100 SQ. FT. PER 1 BEDROOM UNIT)MINIMUM LANDSCAPED AREA:10%LANDSCAPE PROVIDED: 1213 SQ. FT./ REQUIRED= 599 SQ. FT.PUBLIC OPEN SPACE1ST FLOOR: 182 SQ. FT. + ROOF DECK: 560 SQ. FT.= 742 SQ. FT.1ST FLOOR: 306 SQ. FT., 2ND= 619, 3RD=857 TOTAL= 1782 SQ. FT.LANDSCAPED AREASHARED USABLE RESIDENTIAL OPEN SPACEGROUND LEVEL INDIVIDUAL OUTDOOR SPACE & PRIVATE BALCONIES.850 AND 150 SQ. FT. PER 2+ BDRM UNIT 42"42"ALL OF THE REQUIRED OPEN SPACE FOR A UNIT MAY BE PROVIDED BY GROUND LEVEL OUTDOOR SPACE THATIS ADJACENT AND DIRECTLY ACCESSIBLE TO THE SUBJECT UNIT HOWEVER, INDIVIDUAL GROUND LEVEL OPENSPACE THAT IS IN EXCESS OF MINIMUM REQUIREMENTS CANNOT BE USED IN THE CALCULATIONS FORDETERMINING THE MINIMUM USABLE OPEN SPACE REQUIREMENTS FOR OTHER UNITS IN THE DEVELOPMENT.UP TO 50 PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY PRIVATE BALCONIES AND UP TO 50PERCENT OF THE REQUIRED OPEN SPACE MAY BE PROVIDED BY SHARED ROOF DECKS. (AMC 19.62.040(B))100 200 175 850SHARED ROOF DECK = 375 SQ. FT.100% OF THE GROUND LEVEL, ADA, 1 BDRM,DWELLING UNIT'S REQUIRED OPEN SPACE.50% OF THE UPPER 7 DWELLING UNIT'SREQUIRED OPEN SPACE PROVIDED BYINDIVIDUAL BALCONIES.50% OF THE UPPER 7 DWELLING UNIT'SREQUIRED OPEN SPACE PROVIDED BYA SHARED ROOF DECK.1.4 PER 2 BDRM UNIT SHORT-TERM BICYCLE PARKING = 0.5PER 10 DWELLING UNITS, 2 MINIMUMREQUIRED = 2LONG-TERM BICYCLE PARKING = 5 PER10 DWELLING UNITS, 2 MINIMUMREQUIRED = 4DENSITY MINIMUM = 15 DWELLING UNITS/GROSS ACRE, LOT SIZE = 60' x 100' = 6,000 + 1/2 ROW (40' x 60') = 8,400SF =0.19 ACRES = 2.85 = 3 DWELLING UNITS MIN., PROPOSED = 8 ALL DUMPSTERS ARE REQUIRED TO BE OF A SIZE THAT CONTAINS WHEELS SO THEY MAY BE BROUGHT INTO THE ALLEY FOR PICK UP.1 9/11/24 NLB1 11 1 10/22/24 NLB2 22 2 2 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE 1ST FLOOR PLAN A.6 5'-0" 15'-11" 15'-8" 5'-0" 18'-5" 60'-0" BATH KITCHEN ENTRY W/D DW TV 5'-0" BEDROOM#1 BALCONY REF. DEN/LIVING 15'-0" 10'-0"22'-1" LIVING HALL 22'-8"22'-8"22'-0" BATH COVERED DECK BALCONY 11'-0"9'-7" W/D DW REF. 2'-6" 4'-0" 4'-0" (84 SQ. FT.) TV 4'-6" 11'-0" 12'-0" 12'-2" 2'-0" 12'-6" BATH 5'-0" BEDROOM 4'-0" 11'-5" TV LIVING W/D DW REF. 11'-0" 12'-0" 12'-2" BATH5'-0" BEDROOM 6'-4" W/D DW REF. TVENTRY HALL KITCHEN LIVING EXIT 1 HOUR BEDROOM 4'-6" 11'-0" KITCHEN DECK 3535 SQ. FT. gross 3174 NET 620 DECKS (38 SQ. FT.) (185 SQ. FT.) (185 SQ. FT.) (38 SQ. FT.) (90 SQ. FT.) 4'-3"ENTRY DECK UNIT# 2 (800 SQ. FT.) UNIT# 3 (736 SQ. FT.) UNIT# 4 (728 SQ. FT.) UNIT# 5 (872 SQ. FT.) 10'-0" COVERED DECK ENTRY ROOF 4'-0" (6' FENCE) (6' FENCE) (6' FENCE) 43'-10"26'-0" 46'-0" 14'-8" 19'-5" 15'-11" 50'-0" 20'-7" TRASH SHED ROOF ROOF OVER GARAGE BELOW DN 7"R 11"T DN 7"R 11"T 4'-0" EXIT 1 HOUR UP 7"R 11"T 16'-6" 3'-7" 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL 2X6 PARTITION WALL 2 HOUR 7 5/8" 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR 9'-8" DINING DINING DINING DINING ENTRY 3'-6" 6'-4" 3'-6"4'-0" 11'-4" SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% 1'-0" 25'-9 1/8" 21'-5 5/8" 5 1/2" 2'-7" (185 SQ. FT.) 3'-6" 14'-0" UP 7"R 11"T 14'-0" SECOND FLOOR PLAN Scale: 1/4" = 1'-0"2 3 4 5 6 C D E F GHJ K 7 8 9 10 10/22/24 NLB2 22 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE 3RD FLOOR PLAN A.7 4'-0" UNIT# 8 (1188 SQ. FT.) UNIT#7 (820 SQ. FT.) 5'-0" 5'-0" TV 5'-7" PRIVATE OPEN SPACE ROOF DECK ( 487 SQ. FT.) 10'-0"22'-1" HALL 22'-8"22'-8"22'-0" BATH BALCONY 9'-4" D DW 2'-6" 4'-0" 12'-0" 15'-5" BATH 6'-0" BEDROOM#2 TV LIVING W/D DW REF. 11'-0" 12'-0" 15'-5" BATH 6'-0" BEDROOM W/D DW REF. TV KITCHEN DINING LIVING 1 HOUR EXIT 1 HOUR EXIT BEDROOM 4'-6" 11'-0" KITCHEN DINING (90 SQ. FT.) (140 SQ. FT.) 4'-2" ENTRY UNIT# 6 (881 SQ. FT.) KITCHEN 11'-3"11'-0" LIVING DINING W 15'-0" 10'-0" DECK/PRIVATE OPEN SPACE (140 SQ. FT.) HALL 2'-0" 5'-0" 15'-11" 15'-9" 5'-0" 18'-5" 10'-0"22'-1"22'-8"22'-8"22'-0" 43'-3"26'-0" 46'-0" 14'-8" 19'-5" 15'-11" 50'-1" 14'-8" DN 7"R 11"T DN 7"R 11"T 5'-0" 1 A.10 1 A.10 2 A.10 2 A.10 1 A.11 1 A.11 3 A.11 3 A.11 9'-8" 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR 4 5 BEDROOM#1 3'-0" 12'-0" 6'-3" SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 2% 4'-9"14'-1"8'-9"14'-0"4'-5"21'-11" 19'-9"18'-4" 2'-6"1'-0" 5 1/2" 5 1/2" R 14'-0" UP 7"R 11"T 3'-6" 6'-5" 3'-7" 14'-0" THIRD FLOOR PLAN Scale: 1/4" = 1'-0"3 L M N PQRS 11 14 15 16 18 17 12 13 10/22/24 NLB2 22 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE A.9 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE A.8 ROOF PLAN NEW 2% SLOPE ROOF TORCH DOWN 2737 SQ. FT. NOTE#1: SIZE GUTTERS AT REAR FOR WHOLE ROOF STORM DISCHARGE RS 2 HOUR EXIT DN 7"R 11"T 16'-0" COMMON ROOF DECK 560 SQ. FT. COVERED ROOF 5'-3" BBQ LANDSCAPING PLANTERS PICNIC TABLE 42" HIGH GUARD RAIL NOTE#1: SLOPE 1/4"/FT. TO DRAIN WATERPROOF DECK W/ PORCELAIN TILES EXPOXIED DOWN 28'-4" 4'-3" 7'-6" 15'-1" 1'-0" 1'-0" 5'-4" 10'-0" COVERED ROOF 3'-0" 3'-0" D NOTE#2: BRING DRYER VENT UP THRU ROOF INTO A CUSTOM WATERPROOF RISER @3'0"- or HAVE PLUMBER COME UP WITH A BETTER SOLUTION (116 SQ. FT. DEDUCTED FROM ROOF DECK BELOW) (299 SQ. FT.) (436 IMPERVIOUS NOT UNDER ROOF) (3036 TOTAL BOTH ROOFS) 3'-6"6'-5" 1'-0" 3'-7" 14'-0" ROOF PLAN Scale: 1/4" = 1'-0"4 COMPOSITION SHINGLE ROOF 4:12 PITCH T U V WX 20 21 22 24 25 26 27 10/22/24 NLB2 2 FRONT EXTERIOR ELEVATION- NORTH SIDE Scale: 1/4" = 1'-0"3 40'-0" 29'-1" 9'-0" 9'-0" 9'-0" WEATHER PROTECTED ENTRY ROOF EXTENSION EXTERIOR LIGHTING FACING DOWN-TYP. 2 4 5 14 16 202122 24 1213 ROOF DECK COMMON AREA ENTRYADA UNIT COVERED PATIO ROOF DECK STAIR TOWER BUILDING ADDRESS ON CROSS BEAM OF ENTRY CANOPY.19.61.050 TRANPARENCY CALCULATIONS: FRONT FACADE= 1601 SQ. FT. DOOR GLAZING= 201 SQ. FT. (SEE DOOR SCHEDULE) WINDOW GLAZING = 67 SQ. FT. (WINDOW SCHEDULE) TOTAL GLAZING= 268 SQ. FT. PERCENTAGE OF GLAZING REQUIRED= 15% PERCENTAGE OF GLAZING CALCULATED= 18% NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE EXTERIOR ELEVATIONS- NORTH/SOUTH A.9 SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY REAR EXTERIOR ELEVATION- SOUTH SIDE Scale: 1/4" = 1'-0"2 39'-1" 29'-10" 9'-0" 9'-0" 9'-0" 2 5 14 24 27 89 17 7'-6"GARBAGE SHED COVERED DECK DECK GARAGE ENTRY ROOFING: TORCH DOWN-TYP. 907 24TH TRIM: ALL WINDOWS & DOORS TO HAVE 4" TRIM-TYP. TRIM: ALL WINDOWS & DOORS TO HAVE 4" TRIM-TYP. SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE 9/11/24 NLB1 1 SIDE EXTERIOR ELEVATION- EAST SIDE Scale: 1/4" = 1'-0"3 40'-0" 120.2 30'-4" 9'-0" 9'-0" 9'-0" 4'-0" PRIVACY FENCE FOR ADU UNITOF VERTICAL WOOD 4" AND 2" SLATS ALTERNATING 20'-0" A B C D E H J K LQR S U V W X 120.9 48'-.32"48'-6" 45'-8" 2% SLOPE FLOOR PLATE 48'-6"48'-4" 3'-0" RETAINING WALL ROOF DECK COMMON AREA 16'-0" ROOF DECK 12 2.4 ROOF DECKROOF DECK COVERED PATIO COVERED PATIO 30'-8" 121 121 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE EXTERIOR ELEVATIONS- EAST/WEST A.10SIDE EXTERIOR ELEVATION- WEST SIDE Scale: 1/4" = 1'-0"4 12 0.2 29'-11" 9'-0" 9'-0" 9'-0" 3'-6" 20'-0" 9'-0" 5'-6" PRIVACY FENCE FOR ADU UNIT OF VERTICAL WOOD 4" AND 2" SLATS ALTERNATING 6'-0" 4'-0" 40'-0" A B C D E FH J K Q R S T U WX 48'-.32"48'-6" 45'-8" 7'-5" 2% SLOPE FLOOR PLATE48'-6"48'-4" 3'-0" 12 1 12 1 3'-0" EXIT DOOR EXIT DOOR ROOFING: TORCH DOWN TRIM: ALL WINDOWS & DOORS TO HAVE 4" TRIM-TYP. COVERED ENTY: COVERED ENTY: ROOFING: TORCH DOWN-TYP. ROOFING: TORCH DOWN-TYP. TRIM: ALL WINDOWS & DOORS TO HAVE 4" TRIM-TYP. 9/11/24 NLB1 11 SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY SIDING: VERTICAL BOARD & BATT IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #1276-VICTORIA BLUE SIDING: HORIZONTAL LAP SIDING IN HARDIE PANELS COLOR: "PRATT & LAMBERT" #2279 -PUTTY NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.11 SECTION- WEST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"1 8'-6" 40'-0" 3'-6" 3'-6" 6'-0" 4'-9"4'-5" DECK DECK DECK ADU UNIT#1 ADU PATIO GARAGE UNIT#2UNIT#3 UNIT#4 UNIT#5 UNIT#6 UNIT#7 UNIT#8 2 A19 TYP. 3 A15 3 A18 1 HR.TYP. 3 A18 1 HR.TYP. B C DE F Q R S W X A 121 121 7'-2" DECK ROOF DECK 9'-0" 9'-0" 9'-0" 3'-3" NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL NOTE#1: PROVIDE1/4" /FT. SLOPING DECKS WITH WATERPROOF TOPPINGS AND GUTTERS TO COLLECT DECK RUN-OFF. TYP. TORCH DOWN ROOF TORCH DOWN ROOF 8 A18 TYP. 8 A19 TYP. 7 A19 TYP. 8 A19 ATTIC NOTE#3: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER- AND 1 HOUR FIRE RATING-TYP. 2 A19 2 A19 4 A19 4 A19 4 A19 1'-5" 1'-5" 8'-0" NOTE#2: 1 HOUR FIREWALL EXTENDS UP TO BOTTOM OF ROOF SHEATHING- SEE STRUCTURAL PLANS. 30'-8" 48'-.32" 45'-8" 48'-6" NOTE#4: 1 HOUR FIREPROOFING FOR STEEL COLUMNS: FlameOFF® Coatings, Inc. manufactures intumescent coatings that are IBC/NFPA Code Compliant for ASTM E119 fire endurance ratings that require 1 or 2 hour fire protection in accordance with UL 263 (ASTM E119), CAN / ULC-S101 and ISO 834 standards. 9 A19 FIRESTOP 7 A18 SECTION- EAST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"2 9'-0" 9'-0" 8'-8" 30'-10" 12 0.2 3'-6" 3'-6" 6'-0" 5'-6"4'-5" DECK DECK DECK ADU UNIT#1ADU PATIO GARAGE UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#6UNIT#7UNIT#8DECK 5'-11" 3'-6" 3'-6" 1 A19 EAVE DETAIL SIM. 2 A18 TYP. 5 A18 R-10 TYP. 3 A18 3 A18 H JKT U V120.8 4'-3" PLANTER 3'-3" ATTIC NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL 8 A19 TYP. 8 A19 TYP. 8 A19 TYP. 8 A19 8 A19 TORCH DOWN ROOF NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER AND 1 HOUR FIRE RATING-TYP. 1 HR.TYP. 1 HR.TYP. 1'-5" 1'-5" 1'-5" NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.11 SECTION- WEST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"1 8'-6" 40'-0" 3'-6" 3'-6" 6'-0" 4'-9"4'-5" DECK DECK DECK ADU UNIT#1 ADU PATIO GARAGE UNIT#2UNIT#3 UNIT#4 UNIT#5 UNIT#6 UNIT#7 UNIT#8 2 A17 TYP. 3 A15 2 HR.TYP. 3 A17 2 HR.TYP. 3 A17 2 HR.TYP. B C DE F Q R S W X A 121 121 7'-2" DECK ROOF DECK 9'-0" 9'-0" 9'-0" 3'-3" NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL NOTE#1: PROVIDE1/4" /FT. SLOPING DECKS WITH WATERPROOF TOPPINGS AND GUTTERS TO COLLECT DECK RUN-OFF. TYP. TORCH DOWN ROOF TORCH DOWN ROOF 8 A18 TYP. 8 A18 TYP. 7 A18 TYP. 8 A18 ATTIC NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. 2 A18 2 A18 4 A18 4 A18 4 A18 1'-5" 1'-5" 8'-0" NOTE#2: 2 HOUR FIREWALL EXTENDS UP TO BOTTOM OF ROOF SHEATHING- SEE STRUCTURAL PLANS. 30'-8" 48'-.32" 45'-8" 48'-6" SECTION- EAST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"2 9'-0" 9'-0" 8'-8" 30'-10" 12 0.2 3'-6" 3'-6" 6'-0" 5'-6"4'-5" DECK DECK DECK ADU UNIT#1ADU PATIO GARAGE UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#6UNIT#7UNIT#8DECK 5'-11" 3'-6" 3'-6" 1 A18 EAVE DETAIL SIM. 2 A15 TYP. 5 A15 TYP. 5 A17 2 HR. 5 A17 2 HR. H JKT U V120.8 4'-3" PLANTER 3'-3" ATTIC NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL 8 A18 TYP. 8 A18 TYP. 8 A18 TYP. 8 A18 8 A18 TORCH DOWN ROOF NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. Rating ceiling required over garage. 1 hr rated per 508. in sprinklered buildings. Please provide firestop details for all penetrations in rated assemblies. 711.2.4.3 Dwelling units and sleeping units. Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hour fire- resistance-rated construction. Exception: Horizontal assemblies separating dwelling units and sleeping units shall be not less than 1/2-hour fire-resistance-rated construction in a building of Types IIB, IIIB and VB construction, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Fire partitions to be 1/2 hr minimum per 708.3 Exception 2 between units and between units and corridors. You can go with a more stringent design than the minimum, but it is not required. What is the proposed fire protection for steel columns? 708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. Exceptions: 1. Corridor walls permitted to have a 1/2-hour fire-resistance rating by Table 1020.2. 2. Dwelling unit and sleeping unit separations in buildings of Types IIB, IIIB and VB construction shall have fire-resistance ratings of not less than 1/2 hour in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.11 SECTION- WEST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"1 8'-6" 40'-0" 3'-6" 3'-6" 6'-0" 4'-9"4'-5" DECK DECK DECK ADU UNIT#1 ADU PATIO GARAGE UNIT#2UNIT#3 UNIT#4 UNIT#5 UNIT#6 UNIT#7 UNIT#8 2 A17 TYP. 3 A15 2 HR.TYP. 3 A17 2 HR.TYP. 3 A17 2 HR.TYP. B C DE F Q R S W X A 121 121 7'-2" DECK ROOF DECK 9'-0" 9'-0" 9'-0" 3'-3" NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL NOTE#1: PROVIDE1/4" /FT. SLOPING DECKS WITH WATERPROOF TOPPINGS AND GUTTERS TO COLLECT DECK RUN-OFF. TYP. TORCH DOWN ROOF TORCH DOWN ROOF 8 A18 TYP. 8 A18 TYP. 7 A18 TYP. 8 A18 ATTIC NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. 2 A18 2 A18 4 A18 4 A18 4 A18 1'-5" 1'-5" 8'-0" NOTE#2: 2 HOUR FIREWALL EXTENDS UP TO BOTTOM OF ROOF SHEATHING- SEE STRUCTURAL PLANS. 30'-8" 48'-.32" 45'-8" 48'-6" SECTION- EAST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"2 9'-0" 9'-0" 8'-8" 30'-10" 12 0.2 3'-6" 3'-6" 6'-0" 5'-6"4'-5" DECK DECK DECK ADU UNIT#1ADU PATIO GARAGE UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#6UNIT#7UNIT#8DECK 5'-11" 3'-6" 3'-6" 1 A18 EAVE DETAIL SIM. 2 A15 TYP. 5 A15 TYP. 5 A17 2 HR. 5 A17 2 HR. H JKT U V120.8 4'-3" PLANTER 3'-3" ATTIC NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL 8 A18 TYP. 8 A18 TYP. 8 A18 TYP. 8 A18 8 A18 TORCH DOWN ROOF NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. Rating ceiling required over garage. 1 hr rated per 508. in sprinklered buildings. Please provide firestop details for all penetrations in rated assemblies. 711.2.4.3 Dwelling units and sleeping units. Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hour fire- resistance-rated construction. Exception: Horizontal assemblies separating dwelling units and sleeping units shall be not less than 1/2-hour fire-resistance-rated construction in a building of Types IIB, IIIB and VB construction, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Fire partitions to be 1/2 hr minimum per 708.3 Exception 2 between units and between units and corridors. You can go with a more stringent design than the minimum, but it is not required. What is the proposed fire protection for steel columns? 708.3 Fire-resistance rating. Fire partitions shall have a fire-resistance rating of not less than 1 hour. Exceptions: 1. Corridor walls permitted to have a 1/2-hour fire-resistance rating by Table 1020.2. 2. Dwelling unit and sleeping unit separations in buildings of Types IIB, IIIB and VB construction shall have fire-resistance ratings of not less than 1/2 hour in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2024 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE COVER SHEET A.11 SECTION- WEST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"1 8'-6"40'-0"3'-6"3'-6" 6'-0"4'-9"4'-5"DECKDECK DECKADU UNIT#1 ADU PATIOGARAGEUNIT#2UNIT#3UNIT#4UNIT#5UNIT#6 UNIT#7 UNIT#8 2A17TYP.3A152 HR.TYP.3A172 HR.TYP.3A172 HR.TYP.B CDEFQRSWXA1211217'-2"DECKROOF DECK9'-0"9'-0"9'-0" 3'-3" NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL NOTE#1: PROVIDE1/4" /FT. SLOPINGDECKS WITH WATERPROOFTOPPINGS AND GUTTERS TO COLLECTDECK RUN-OFF. TYP.TORCH DOWN ROOF TORCH DOWN ROOF 8A18TYP.8A18TYP.7A18TYP.8A18 ATTICNOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP.2A182A184A184A18 4 A18 1'-5"1'-5"8'-0"NOTE#2: 2 HOUR FIREWALLEXTENDS UP TO BOTTOM OF ROOF SHEATHING- SEESTRUCTURAL PLANS.30'-8" 48'-.32" 45'-8" 48'-6" SECTION- EAST @ CENTER OF BUILDING Scale: 1/4" = 1'-0"2 9'-0" 9'-0" 8'-8" 30'-10" 12 0.2 3'-6" 3'-6" 6'-0" 5'-6"4'-5" DECK DECK DECK ADU UNIT#1ADU PATIO GARAGE UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#6UNIT#7UNIT#8DECK 5'-11" 3'-6" 3'-6" 1 A18 EAVE DETAIL SIM. 2 A15 TYP. 5 A15 TYP. 5 A17 2 HR. 5 A17 2 HR. H JKT U V120.8 4'-3" PLANTER 3'-3" ATTIC NOTE#2: RETAINING WALL WITH DRAINAGE BEHIND. WATERPROOF BACK OF WALL-TYP. FILL 8 A18 TYP. 8 A18 TYP. 8 A18 TYP. 8 A18 8 A18 TORCH DOWN ROOF NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. Rating ceilingrequired over garage. 1 hr rated per 508. in sprinklered buildings. Please providefirestop details for allpenetrations in ratedassemblies.711.2.4.3 Dwelling units and sleeping units.Horizontal assemblies serving as dwelling or sleeping unit separations inaccordance with Section 420.3 shall be not less than 1-hour fire-resistance-rated construction.Exception: Horizontal assemblies separating dwelling units andsleeping units shall be not less than 1/2-hour fire-resistance-ratedconstruction in a building of Types IIB, IIIB and VB construction,where the building is equipped throughout with an automatic sprinklersystem in accordance with Section 903.3.1.1. Fire partitions to be 1/2 hr minimum per 708.3 Exception 2 between units and between units and corridors. You can go with a more stringent design than the minimum, but it is not required. What is the proposed fire protection for steel columns? 708.3 Fire-resistance rating.Fire partitions shall have a fire-resistance rating of not less than 1 hour.Exceptions:1. Corridor walls permitted to have a 1/2-hour fire-resistance rating byTable 1020.2.2. Dwelling unit and sleeping unit separations in buildings of Types IIB, IIIBand VB construction shall have fire-resistance ratings ofnot less than 1/2 hour in buildings equipped throughout with an automaticsprinkler system in accordance with Section 903.3.1.1. 9/11/24 NLB1 1 1 1 1 1 1 1 1 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SECTIONS A.12 SECTION THRU STAIRWELLS Scale: 1/4" = 1'-0"1 1 HOUR FIREPROOF STAIRWELL 1 HOUR FIREPROOF STAIRWELL GARAGE9'-0" 9'-0" 9'-0" MECHANICALENTRY ROOF HALL HALL BATH BATH TRASH ENCLOSURE BATH DECK ROOF 4 A18 6 A18 NOTE#1: CONTINUOUS GUARDRAILS AT INTERIOR OF STAIR @ 3'6" HIGH OFF STAIR NOSING W/ NO LESS THEN 4" OC B C D E FHK QR S T U W XA 1'-9" 12 0.8 40'-0" 3'-3" 29'-10" NOTE#2: SEE STRUCTURAL DRAWINGS FOR ALL FOOTINGS-TYP. TORCH DOWN ROOF TORCH DOWN ROOF 8 A19 TYP. 3'-6" DECK 8 A19 TYP. 3'-6" NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER-TYP. 5 A19 TYP. 5 A19 TYP. 5 A19 TYP. 5 A19 TYP. 6 A19 1 A18 8'-0" NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE SECTIONS A.13 SECTION- EAST THRU DECKS Scale: 1/4" = 1'-0"3 GARAGE MECHANICAL DECK DECK DECKDECK DECKDECK 30'-8" 29'-5" 20'-1" UNIT#6 UNIT#5 UNIT#2 UNIT#1 3'-6" 7 A19 1 A19 2 A18 TYP. 5 A18 TYP. 4 A18 B C D E F Q R S W X AL 40'-0" 120.8 121 3'-3" TORCH DOWN ROOF TORCH DOWN ROOF DECK 8 A19 TYP.TYP. 8 A18 TYP. NOTE#1: R-49 INSULATION UNDER ENTIRE GARAGE W/ VAPOR BARRIER, 2 LAYERS OF SHEETROCK OR SIM. 1 HOUR FIREPROOF CONSTRUCTION-TYP. 1 A19 3 A19 TYP. TYP. 9'-0" 1'-5" 9'-0" 8'-9" 1'-5" 9'-0" NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE ELECTRICAL 1ST/2ND A.14 BATH KITCHEN ENTRY W/D DW TV BEDROOM#1 BALCONY REF. LIVING HALL BATH COVERED DECK BALCONY W/D DWREF. TV BATH BEDROOM TV LIVING W/D DWREF. BATH BEDROOM W/D DWREF. TV ENTRY HALL KITCHEN LIVING EXIT 2 HOUR BEDROOM KITCHEN DINING DECK ENTRY DECK UNIT# 2 UNIT# 3 UNIT# 4 UNIT# 5 COVERED DECK ENTRY ROOF (6' FENCE) (6' FENCE) (6' FENCE) TRASH SHED ROOF ROOF OVER GARAGE BELOW DN 7.5"R 11"T DN 7.5"R 11"T EXIT 2 HOUR DN 7.5"R 11"T 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR ALLEY 24TH STREET DINING DINING 2ND FLOOR ELECTRICAL PLAN Scale: 3/16" = 1'-0"2 FIRE EXIT EXIT ALLEY PROPERTYLINE PROPERTYLINE PROPERTYLINE EXIT TO ALLEY COVERED GARAGE BICYCLE BEDROOM#1 REF. LIVINGLOBBY ENTRY KITCHEN W/D ENTRY UNIT# 1MAILBOXES 11x18 5'-0" HC#1 HC BATH HALL MECH. EXIT UP 7.5"R 11"T UP 7.5"R 11"T RECYCLING TRASH #7 #6 #8 #2 #3 #4 #5 24TH STREET UP 36" 1ST FLOOR ELECTRICAL PLAN Scale: 3/16" = 1'-0"1 ELECTRICAL LEGEND FOURPLEX OUTLET ARC- FAULT CIRCUIT INTERUPTER OUTLET WATERPROOF COVERED OUTLET SWITCHED OUTLET SWITCH - "LUTON" DIVA IN WHITE WITH MANUAL-ON OCCUPANT SENSOR. DIMMER SWITCH WITH MANUAL-ON OCCUPANT SENSOR. TWO-WAY SWITCH WITH MANUAL-ON OCCUPANT SENSOR. TELEPHONE JACK CABLE TV JACK COMPUTER DXL CABLE 3 CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON RECESSED DIRECTIONAL 4" CAN "LED" DOWNLIGHT - WITH WHITE BAFFLE-IC RATED & LABELED AIRTIGHT LED RECESSED 4" WALL WASHER WITH 1150 LUMENS WARM WHITE RECESSED SPEAKER RECESSED LV WATER RESISTANCE COVERING LED UNDER CABINET OR COVE LIGHT C TV 240 VOLT OUTLET SD SMOKE DETECTOR HOSE BIB EXHAUST FAN- "THERMADOR" 1000 ROOF MOUNT 600 CFM FOR KITCHEN/ "PANASONIC" 50 CFM FOR BATHROOMS 4 TV NOTE #2: LABEL ALL CIRCUITS AT ELECTRICAL PANEL WITH LEGIBLE LABELS. NOTE #3: VERIFY THAT ALL BEDROOMS HAVE SMOKE DETECTORS SD CARBON MONOXIDE DETECTORCM TOEKICK ELEC. WALL HEATERH TRACK LIGHT W/ JUNO #R541WH UNIVERSAL WHITESPOT LIGHT & LED PAR BULBS WITH 1150 LUMENS IN WARM WHITE GROUND FAULT CIRCUIT INTERUPTER OUTLET HB GFI 240V FLOOR OUTLET W/ ETHERNET GAS LINE PROGAMABLE THERMOSTATTT DUCTLESS MINI SPLIT HEATER IN CEILING ON THERMOSTATDMS NOTE #1:STOVE HOOD EFFICIENCY: 2.8 cfm/watt W C D WP S G D 240V SD SD DMSDMS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W NOTE#2: SPRINKLER SYSTEM NOTE#3: ELEC. PANEL NOTE#1: LIGHTED EXIT SIGNS EXIT EXIT EXIT EXIT EXIT FIRE CM CM W GFI GFI GFI GFI NOTE#5: FIRE EXTINGUISHER NOTE#4: ALL GARAGE/ STAIRLIGHTS/ EXTERIOR LIGHTS TO BE ON A TIMER SD SD SD SD SD SD SD SD SD CM CM CM GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI DMS DMS DMS W W W W W W W W TV TV TV TV GFI WP WP WP WP D 3 3 D NOTE#1: ALL EXTERIOR PUBLIC LIGHT FIXTURES TO BE PUT ON A TIMER TO GO ON AT DUSK AND GO OFF A DAYLIGHT NOTE#6: ALL SPRINKLER LAYOUTS TO BE PREFORMED BY A LICENSED INSTALLER-TYP. GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI HB HB HB D D D 3 D 3 CM CM NOTE#4: ALL HALLWAY/ STAIRLIGHTS TO BE ON A TIMER D 3 D 3 D 3 3 D D D D D D D D D 3 D 3 D D D NOTE#7: MOUNT CONDENSER UNITS FOR ALL DUCTLESS MINI SPLITS ON THE EXTERIOR WALL-VERIFY WITH INSTALLER IF BETTER OUTSIDE OF EACH UNIT ON THEIR DECKS? C C C C C C C C NOTE#8: STEP LIGHTS AT FACE OF EACH RISER ON TIMER-TYP.NOTE#2: INSTALL FIRE SPRINKLER SYSTEM PER CODE BY LICENSED INSTALLER- AVOID CONFLICTS WITH LIGHTING ON THIS PLAN. NOTE#3: VERIFY WITH ELECTRICAL, PLUMBING AND MECHANICAL CONTRACTORS IF THIS MECHANICAL ROOM IS BIG ENOUGH- GET BACK TO ARCHITECT IF IT IS NOT. WA 2018 STATE ENERGY CODE SECTION R402.1.1 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS MULTI-FAMILY UNITS: 4.5 credits TOTAL=4.5 HEATING OPTION#2- HEAT PUMP 1 3.4 Ductless mini-split heat pump system, zonal control: In homes where the primary space heating system is zonal electric heating, a ductless mini-split heat pump system with a minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the housing unit.2 7.1- All of the following appliances shall be new and installed in the dwelling unit and shall meet the following standards: Dishwasher – Energy Star rated Refrigerator (if provided) – Energy Star rated Washing machine – Energy Star rated Dryer – Energy Star rated, ventless dryer with a minimum CEF rating of 5.2 1.5 EXIT EXIT HW HW HW HW HW 9/11/24 NLB1 1 1 1 10/22/24 NLB2 2 2 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE ELECTRICAL/ ENERGY CREDITS-3RD/4 A.15 NEW 2% SLOPE ROOF TORCH DOWN 3696 SQ. FT. DN 7.5"R 11"T ALLEY 24TH STREET 2 HOUR EXIT COVERED ROOF BBQ LANDSCAPING PLANTERS PICNIC TABLE COVERED ROOF ROOF ELECTRICAL Scale: 3/16" = 1'-0"4 EXIT EXIT FIRE UNIT# 8 UNIT#7 PRIVATE OPEN SPACE ROOF DECK HALL BATH BALCONY D DW REF. BATH BEDROOM#2 TV LIVING W/D DWREF. BATH BEDROOM W/D DWREF. TV KITCHEN 2 HOUR EXIT 2 HOUR EXIT BEDROOM KITCHEN DINING DECK/ PRIVATE OPEN SPACE ENTRY UNIT# 6 KITCHEN W DECK/PRIVATE OPEN SPACE HALL DN 7.5"R 11"T DN 7.5"R 11"T 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR TV LIVING DINING BEDROOM#1 DINING LIVING ALLEY 24TH STREET 3RD FLOOR ELECTRICAL Scale: 3/16" = 1'-0"3 ELECTRICAL LEGEND FOURPLEX OUTLET ARC- FAULT CIRCUIT INTERUPTER OUTLET WATERPROOF COVERED OUTLET SWITCHED OUTLET SWITCH - "LUTON" DIVA IN WHITE WITH MANUAL-ON OCCUPANT SENSOR. DIMMER SWITCH WITH MANUAL-ON OCCUPANT SENSOR. TWO-WAY SWITCH WITH MANUAL-ON OCCUPANT SENSOR. TELEPHONE JACK CABLE TV JACK COMPUTER DXL CABLE 3 CEILING MOUNTED LED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR WALL MOUNTED FIXTURE BY OWNER- INSTALLED BY CONTRACTOR-PLACE @7'-6" UON RECESSED DIRECTIONAL 4" CAN "LED" DOWNLIGHT - WITH WHITE BAFFLE-IC RATED & LABELED AIRTIGHT LED RECESSED 4" WALL WASHER WITH 1150 LUMENS WARM WHITE RECESSED SPEAKER RECESSED LV WATER RESISTANCE COVERING LED UNDER CABINET OR COVE LIGHT C TV 240 VOLT OUTLET SD SMOKE DETECTOR HOSE BIB EXHAUST FAN- "THERMADOR" 1000 ROOF MOUNT 600 CFM FOR KITCHEN/ "PANASONIC" 50 CFM FOR BATHROOMS 4 TV NOTE #2: LABEL ALL CIRCUITS AT ELECTRICAL PANEL WITH LEGIBLE LABELS. NOTE #3: VERIFY THAT ALL BEDROOMS HAVE SMOKE DETECTORS CARBON MONOXIDE DETECTORCM TOEKICK ELEC. WALL HEATERH TRACK LIGHT W/ JUNO #R541WH UNIVERSAL WHITESPOT LIGHT & LED PAR BULBS WITH 1150 LUMENS IN WARM WHITE GROUND FAULT CIRCUIT INTERUPTER OUTLET HB GFI 240V FLOOR OUTLET W/ ETHERNET GAS LINE PROGAMABLE THERMOSTATTT DUCTLESS MINI SPLIT HEATER IN CEILING ON THERMOSTATDMS NOTE #1:STOVE HOOD EFFICIENCY: 2.8 cfm/watt W C D WP S G D ST = SOLAR TUBE W/ LED LIGHT EXIT EXIT FIRE FIRE SD SD SD SD SD SD SD SD CM CM CM GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI DMS DMS DMS W W W W W W TV TV TV GFI WP WP WP DMS DMS DMS DMS WA 2018 STATE ENERGY CODE SECTION R402.1.1 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS MULTI-FAMILY UNITS: 4.5 credits TOTAL=4.5 HEATING OPTION#2- HEAT PUMP 1 3.4 Ductless mini-split heat pump system, zonal control: In homes where the primary space heating system is zonal electric heating, a ductless mini-split heat pump system with a minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the housing unit.2 7.1- All of the following appliances shall be new and installed in the dwelling unit and shall meet the following standards: Dishwasher – Energy Star rated Refrigerator (if provided) – Energy Star rated Washing machine – Energy Star rated Dryer – Energy Star rated, ventless dryer with a minimum CEF rating of 5.2 1.5 D D D D D 3 3 3 GFI D D D D D D D 3 D 3 D 3 D HW HW HW D WP HB NOTE#1: PROVIDE LANDSCAPE DOWNLIGHTS IN PLANTERS NOTE#2: TENANTS TO PROVIDE THEIR OWN PROPANE TANK, NO GAS OUTLET ATTIC HATCH NOTE#1: INSTALL FIRE SPRINKLER SYSTEM PER CODE BY LICENSED INSTALLER- AVOID CONFLICTS WITH LIGHTING ON THIS PLAN. 9/11/24 NLB1 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE DOOR/WINDOW SCHEDULES A.16 ALLEY PROPERTYLINE PROPERTYLINE PROPERTYLINE EXIT TO ALLEY COVERED GARAGE 3579 SQ. FT.SLAB ON GRADE D-01 W-03W-02 D-05 D-06 D-02 D-09 D-11 BICYCLE 6x18 D-13B D-12 W-01 D-9B D-13 D-10 W-04 D-07 BEDROOM#1 D-08 REF. LIVING D-04 LOBBY ENTRY KITCHEN W/D UNIT# 1MAILBOXES 11x18 5'-0" HC#1 HC BATH D-03 HALL MECH. EXIT UP7.5"R 11"T UP7.5"R 11"T RECYCLING 6x10 TRASHSHED #7 #6 8'6 x18 #8 8'-8"x18 #2 #3 #4 #5 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 NOTE#1: OPENINGS IN GARAGE ARE NOT WINDOWS, BUT OPENINGS THAT ARE FLASHED ALL AROUND 24TH 10'-0" 10'-0" 10'-0" HC 1ST FLOOR DOOR/WINDOWS Scale: 1/16" = 1'-0"1 NOTE#2: EXIT DOOR & GARAGE SIDE DOORS TO BE LABELED FROM THE INSIDE NOTE#2: EXIT DOOR & GARAGE SIDE DOORS TO BE LABELED FROM THE INSIDE UNIT# 8 UNIT#7 W-24 D-53 W-34 W-33 D-77D-76 D-75 D-57 D-56 D-74 D-55 W-27 W-28 PRIVATE OPEN SPACEROOF DECK D-66 D-64D-65 HALL W-26 D-80 BATH D-81 D-82 W-32 W-31 W-30 W-29 BALCONY D DW REF. D-61 D-60 W-37 W-36 W-35 W-36 W-38 D-59 D-58 BATH BEDROOM#2 W-39 TV LIVING W/D DW D-68 D-69D-67 REF. D-70 D-73 D-72 D-71 BATH BEDROOM D-83 W/D DW D-78 D-79 REF. TV D-84 KITCHEN 2 HOUREXIT 2 HOUREXIT BEDROOM KITCHEN DINING DECK/ PRIVATEOPEN SPACE ENTRY UNIT# 6 KITCHEN W DECK/PRIVATEOPEN SPACE HALL DN7.5"R 11"T DN7.5"R 11"T 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR TV LIVING DINING D-62 BEDROOM#1 D-63 DINING LIVING W-25D-54 3rd FLOOR DOOR/WINDOW Scale: 1/16" = 1'-0"3 D-52 W-09 W-08 D-45 BATH KITCHEN W/D W-17 W-16 DW TV D-51 D-15 D-16 D-25 D-34 W-10 W-11 BEDROOM#1 D-49 D-50 D-46D-47 W-05 W-06 W-07 BALCONY REF. LIVING HALL D-22 D-17 BATH D-18 D-19 W-15 W-14 W-13 W-12 COVEREDDECK BALCONY W/D DW D-35 D-36 REF. D-37 D-38 W-22 W-20 W-19 W-18 W-21 TV D-39 D-40 D-44 BATH BEDROOM TV LIVING W/D DW D-26 D-27 REF. D-33 D-32 D-31 D-30 BATH BEDROOM D-20 W/D DW D-24 D-23 REF. TV D-21 HALL KITCHEN LIVING EXIT2 HOUR BEDROOM KITCHEN DINING DECK ENTRY DECK UNIT# 2 UNIT# 3 UNIT# 4 UNIT# 5 COVEREDDECK ENTRY ROOF (6' FENCE) (6' FENCE) (6' FENCE) TRASHSHEDROOF DN7.5"R 11"T DN7.5"R 11"T EXIT2 HOUR DN7.5"R 11"T D-48 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL D-432X6 PARTITION WALL 2 HOUR 7 5/8" 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR W-23 D-28 D-41 D-42 D-29 HALL DINING DINING 2ND FLOOR WINDOWS/DOORS Scale: 1/16" = 1'-0"2 Door Schedule Nominal Size Door Style Door Frame Frame Details Fire Rating Openings Door Data Mark Width Height Thickness Configuration ShapeTop StyleSlab Side Lights L Sidelt Wid R Sidelt Wid Glaz. Style Jamb Thick Jamb Depth Head Detail Jamb Detail Sill Detail Frame Door Slab RO Width RO Height Mas O Width Mas O Height Mfr Model No.HW Set Accessories Comments D-01 13.167 3'0"7'6"1 1/2"Swing N/A Square Glass N/A N/A None 1"4 1/2"N/A N/A 3'1"7'6 1/2"3'4"8'0"N/A N/A DHW-#N/A D-02 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-03 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-04 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-05 44.333 7'0"7'6"1 1/2"Sliding XO Square Glass N/A N/A None 1"5 1/2"N/A N/A 7'1"7'6 1/2"7'4"8'0"N/A N/A DHW-#N/A D-06 43.458 7'0"7'6"1 1/2"Sliding XO Square Glass N/A N/A None 1"5 1/2"N/A N/A 7'1"7'6 1/2"7'4"8'0"N/A N/A N/A D-07 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-08 0 6'6"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"6'7 1/2"6'8 3/4"6'8"7'4" D-09 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-9B 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-10 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-11 0 3'0 3/4"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'2 1/4"6'8 3/4"3'4"7'4" D-12 0 3'0 3/4"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'2 1/4"6'8 3/4"3'4"7'4" D-13 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-13B 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-15 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-16 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-17 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-18 37.333 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-19 37.333 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-20 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-21 0 7'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"7'1 1/2"6'8 3/4"7'4"7'4" D-22 37.333 6'0"7'6"1 1/2"Sliding XO Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-23 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-24 17.729 4'6"6'8"1 1/2"Sliding XO Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-25 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-26 17.729 4'6"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-27 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-28 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-29 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-30 0 5'0"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-31 0 5'0"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-32 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-33 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-34 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-35 17.729 4'6"6'8"1 1/2"Sliding XO Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-36 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-37 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-38 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-39 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-40 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-41 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-42 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-43 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-44 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-45 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-46 32.889 6'0"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"6'8 1/2"6'8"7'4"N/A N/A DHW-#N/A D-47 32.889 6'0"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"6'8 1/2"6'8"7'4"N/A N/A DHW-#N/A D-48 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-49 17.729 4'6"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-50 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-51 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-52 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-53 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-54 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-55 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-56 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-57 37.333 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-58 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-59 0 5'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-60 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-61 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-62 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-63 0 7'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"7'1 1/2"6'8 3/4"7'4"7'4" D-64 0 4'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"4'7 1/2"6'8 3/4"4'8"7'4" D-65 0 4'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"4'7 1/2"6'8 3/4"4'8"7'4" D-66 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-67 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-68 17.729 4'6"6'8"1 1/2"Sliding OX Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-69 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-70 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-71 0 5'0"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-72 0 5'0"6'8"1 3/4"Sliding XO Square Solid N/A N/A None 3/4"4 1/2"5'1 1/2"6'8 3/4"5'4"7'4" D-73 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-74 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A N/A D-75 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-76 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-77 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-78 17.729 4'6"6'8"1 1/2"Sliding XO Square Glass N/A N/A None 1"4 1/2"N/A N/A 4'7"6'8 1/2"4'8"7'4"N/A N/A DHW-#N/A D-79 0 2'6"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"2'7 1/2"6'8 3/4"2'8"7'4" D-80 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-81 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-82 36.458 6'0"7'6"1 1/2"Sliding OX Square Glass N/A N/A None 1"5 1/2"N/A N/A 6'1"7'6 1/2"6'8"8'0"N/A N/A DHW-#N/A D-83 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" D-84 0 7'0"6'8"1 3/4"Sliding OX Square Solid N/A N/A None 3/4"4 1/2"7'1 1/2"6'8 3/4"7'4"7'4" D-85 0 3'0"6'8"1 3/4"Swing N/A Square Solid N/A N/A None 3/4"4 1/2"3'1 1/2"6'8 3/4"3'4"7'4" NEW 2% SLOPE ROOFTORCH DOWN3696 SQ. FT. W-41 D-85 W-40 2 HOUREXIT DN7.5"R 11"T COMMON ROOF DECK400 SQ. FT. COVEREDROOF BBQ LANDSCAPING PLANTERS PICNIC TABLE ROOF PLAN-DOOR Scale: 1/16" = 1'-0"4 9/11/24 NLB1 1 1 FRONT FACADE FRONT FACADEFRONT FACADE NET GLAZING FRONT FACADEFRONT FACADE3232 13 44 44 36 FRONT FACADE 201 SQ. FT. GLAZING ON FRONT FACADE 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE WINDOW SCHEDULE A.17 ALLEY PROPERTYLINE PROPERTYLINE PROPERTYLINE EXIT TO ALLEY COVERED GARAGE 3579 SQ. FT. SLAB ON GRADE D-01 W-03W-02 D-05 D-06 D-02 D-09 D-11 BICYCLE 6x18 D-13B D-12 W-01 D-9B D-13 D-10 W-04 D-07 BEDROOM#1 D-08 REF. LIVING D-04 LOBBY ENTRY KITCHEN W/D UNIT# 1MAILBOXES 11x18 5'-0" HC#1 HC BATH D-03 HALL MECH. EXIT UP7.5"R 11"T UP7.5"R 11"T RECYCLING 6x10 TRASH SHED #7 #6 8'6 x18 #8 8'-8"x18 #2 #3 #4 #5 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 8'-8"x18 NOTE#1: OPENINGS IN GARAGE ARE NOT WINDOWS, BUT OPENINGS THAT ARE FLASHED ALL AROUND 24TH 10'-0" 10'-0" 10'-0" HC 1ST FLOOR DOOR/WINDOWS Scale: 3/32" = 1'-0"1 UNIT# 8 UNIT#7 W-24 D-53 W-34 W-33 D-77D-76 D-75 D-57 D-56 D-74 D-55 W-27 W-28 PRIVATE OPEN SPACEROOF DECK D-66 D-64D-65 HALL W-26 D-80 BATH D-81 D-82 W-32 W-31 W-30 W-29 BALCONY D DW REF. D-61 D-60 W-37 W-36 W-35 W-36 W-38 D-59 D-58 BATH BEDROOM#2 W-39 TV LIVING W/D DW D-68 D-69D-67 REF. D-70 D-73 D-72 D-71 BATH BEDROOM D-83 W/D DW D-78 D-79 REF. TV D-84 KITCHEN 2 HOUREXIT 2 HOUREXIT BEDROOM KITCHEN DINING DECK/ PRIVATEOPEN SPACE ENTRY UNIT# 6 KITCHEN W DECK/PRIVATEOPEN SPACE HALL DN 7.5"R 11"T DN7.5"R 11"T 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR TV LIVING DINING D-62 BEDROOM#1 D-63 DINING LIVING W-25D-54 3rd FLOOR DOOR/WINDOW Scale: 3/32" = 1'-0"3 D-52 W-09 W-08 D-45 BATH KITCHEN W/D W-17 W-16 DW TV D-51 D-15 D-16 D-25 D-34 W-10 W-11 BEDROOM#1 D-49 D-50 D-46D-47 W-05 W-06 W-07 BALCONY REF. LIVING HALL D-22 D-17 BATH D-18 D-19 W-15 W-14 W-13 W-12 COVEREDDECK BALCONY W/D DW D-35 D-36 REF. D-37 D-38 W-22 W-20 W-19 W-18 W-21 TV D-39 D-40 D-44 BATH BEDROOM TV LIVING W/D DW D-26 D-27 REF. D-33 D-32 D-31 D-30 BATH BEDROOM D-20 W/D DW D-24 D-23 REF. TV D-21 HALL KITCHEN LIVING EXIT2 HOUR BEDROOM KITCHEN DINING DECK ENTRY DECK UNIT# 2 UNIT# 3 UNIT# 4 UNIT# 5 COVEREDDECK ENTRY ROOF (6' FENCE) (6' FENCE) (6' FENCE) TRASHSHEDROOF DN7.5"R 11"T DN7.5"R 11"T EXIT2 HOUR DN7.5"R 11"T D-48 42"H GUARDRAIL 42"H GUARDRAIL 42"H GUARDRAIL D-432X6 PARTITION WALL 2 HOUR 7 5/8" 2X6 PARTITION WALL 2 HOUR 2X6 PARTITION WALL 2 HOUR W-23 D-28 D-41 D-42 D-29 HALL DINING DINING 2ND FLOOR WINDOWS/DOORS Scale: 3/32" = 1'-0"2 Window Schedule Nominal Size Window Style Sill Shutters Glass Frame Details Openings Window Data Mark O.A. Width O.A. Height NET GLAZING Configuration Shape Top Shape Transom Sash Muntin Pattern Interior Exterior Head Detail Jamb Detail Sill Detail Egress Win RO Width RO Height Mas O Width Mas O Height Mfr Model No.Accessories Comments W-01 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-02 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-03 19.036 6'0"4'0"19'0 1/2"Horizontal Slider XX Rectangle Square -Timber --TRUE 6'0"4'0"6'0"4'0" W-04 19.036 6'0"4'0"19'0 1/2"Horizontal Slider XX Rectangle Square -Timber --TRUE 6'0"4'0"6'0"4'0" W-05 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-06 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-07 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --TRUE 5'0"4'0"5'4"4'0" W-08 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --TRUE 5'0"4'0"5'4"4'0" W-09 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-10 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-11 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --TRUE 5'0"4'0"5'4"4'0" W-12 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-13 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-14 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-15 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-16 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-17 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-18 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-19 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-20 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-21 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-22 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-23 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-24 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-25 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-26 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-27 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-28 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-29 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-30 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-31 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --TRUE 2'6"4'0"2'8"4'0" W-32 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-33 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-34 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-35 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-36 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-36 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-37 15.495 5'0"4'0"15'6"Horizontal Slider XX Rectangle Square -Timber --FALSE 5'0"4'0"5'4"4'0" W-38 7.231 2'6"4'0"7'2 3/4"Casement N/A Rectangle Square -Timber --FALSE 2'6"4'0"2'8"4'0" W-39 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-40 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" W-41 3.274 2'6"2'6"3'3 1/4"Fixed Glass N/A Circle Square -Timber --FALSE 2'6"2'6"2'8"2'8" NEW 2% SLOPE ROOFTORCH DOWN3696 SQ. FT. W-41 D-85 W-40 2 HOUREXIT DN7.5"R 11"T COMMON ROOF DECK400 SQ. FT. COVEREDROOF BBQ LANDSCAPING PLANTERS PICNIC TABLE 4th FLOOR DOOR/WINDOW Scale: 3/32" = 1'-0"4 NET GLAZED 7 19 FRONT FACADEFRONT FACADE 7715 FRONT FACADEFRONT FACADE FRONT FACADE 715 FRONT FACADEFRONT FACADE 67 SQ. FT. GLAZING ON FRONT FACADE 9/11/24 NLB1 FRONT FACADE3 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE DETAILS A.18 1 HR. WALL- DETAIL HORIZONTAL SECTION Scale: 1" = 1'-0"3 1 HOUR WALL CONSTRUCTION-TYP.UL #U301 2 HR. 1 1/4" FLOOR JOISTS PER STRUCTURAL DRAWINGS "ISO-TRACK" PADS ON BOTTOM OF JOISTS "ISO-TRACK" RAILS ON BOTTOM OF JOISTS 5/8" SHEETROCK ON BOTTOM OF JOISTS QUIET BATT R-13 (For drywall ceiling, the rails are installed beneath the upper floor joists. The finished ceiling is hung from vibration isolators, and the drywall only comes into contact with the isolating foam cushion. It has no direct contact with hard surfaces that transmit sound from footsteps, meaning that sound energy is stopped because it simply has no path to travel.)INSULATION BETWEEN FLOOR JOISTS SOUND-PROOFING CEILING BETWEEN FLOORS- DETAIL SECTION Scale: 1" = 1'-0"2 1/2 HR. WALL- DETAIL HORIZONTAL SECTION Scale: 1" = 1'-0"7 2 HOUR WALL CONSTRUCTION-TYP. SOUNDPROOFING DIAGRAM Scale: 1" = 1'-0"11 LEAVE 1/4" GAP BETWEEN WALLS AND ADJ. WALLS, FLOOR, CEILING- APPLY ACCOUSTIC SOUND SEALANT ALL AROUND-TTYP. PLYWOOD SUBFLOOR "PROFLEX 90" MSC SOUND UNDERLAYMENT NOSING CAP W/ NON-SLIP COLOR CONTRAST SOLID WATER-PROOF TREAD IN CAST CONCRETE, OR SIM. 910 LED STEP LIGHT UNDER NOSING-TYP. SLANTED KNEE BRACE DETAIL Scale: 1" = 1'-0"4 SLOTTED HIDDEN 3-WAY STEEL CONNECTOR BOLTED THRU SUPPORT BEAM PER ENGINEER SUPPORT KNEE BRACE PER ENGINEER SLOTTED HIDDEN 3-WAY STEEL CONNECTOR BOLTED THRU: https://ctpostandbeam.com/connectors 1 1/2" HANDRAIL DETAIL Scale: 1" = 1'-0"6 PROVIDE BACKING IN WALL FOR HANDRAIL ATTACHMENTS-TYP. 3'-0" 2" BEAM SIZES PER ENGINEER-TYP. (BETWEEN UNITS) ( USE SIM. HIDDEN SLOT CONNECTIONS FOR VERTICAL POSTS) EAVE DETAIL WITH CONTINUOUS VENTS Scale: 1" = 1'-0"1 UNDER-SOFFITS TO MATCH (E) SOFFITS CONTINUOUS EAVE VENT STRIPE INSECT PROOF FASCIA TRIM BOARD 1X12 (VIF) METAL GUTTER ATTACHED TO DOWNSPOUTS ROOF JOISTS PER STRUCTURAL ENGINEER W/ R-49 INSULATION 2X6 STUDS @ 16" OC SHEATHING W/ VAPOR BARRIER WOOD OR HARDI- SIDING TORCH DOWN ROOF OVER BUILDING PAPER PER MFR SPECS, SEE PLYWOOD PER ENGINEER 1'-0" 1'-0" FRENCH DRAIN CONNECTED TO ALL DOWNSPOUTS 6"MIN.SLOPE TO DRAIN AWAY NEW SLAB ON GRADE VAPOR BARRIER R-10 RIGID INSULATION BELOW SLAB AND VERTICALLY UP EDGE OF SLAB (COVER WITH BOTTOM PLATE OF NEW WALL) R-21 INSULATION BETWEEN STUDS ENGINEERED FILL WALL TO WATERPROOF DECK Scale: 1" = 1'-0"8 2X6 STUDS @ 16" O.C. 4" CONC. SLAB 2" RIGID FOAM INSULATION VERTICAL BARS HORIZONTAL BARSHORIZONTAL BARS (2) #4 CONT. REBAR 4" DIA. TIGHTLINE 4" SIA. PERF. DRAIN PIPE SET IN GRAVEL R-10 INSULATION DETAIL Scale: 1" = 1'-0"5 9/11/24 NLB1 1 1 NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SWEENEY RESIDENCE 1417 SERGIOS LANE OAK HARBOR, WA 98277 PROPERTY ID#805741 NOTE: PERMIT PHASE 07/02/2024 10/14/22 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net NOTE:DESIGNPHASE Revisions DATE: TITLE: Revisions SCALE: AS NOTED JOHNSTONE RESIDENCE ADDITION 3882 CINDY LANE BELLINGHAM, WA 98226-9448 PROPERTY ID# 58892 DATE: COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 1/24/22 07/02/2024 SONIA INC APARTMENTS 907 24TH STREET ANACORTES, WA 98221 PARCEL NUMBER P57227 NOTE: PERMIT SUBMITTAL 07/02/2026 3/9/24 TITLE: DATE: SCALE: AS NOTED COPYRIGHT: THIS DESIGN IS THE PROPERTY OF ISLAND ARCHITECTURE. 360-378-7647 1905 BAY PLACE ANACORTES/WA/98221 nina@islandarchitecture.net 360-378-7647 1905 BAY PLACE, ANACORTES, WA 98221-2923 nina@islandarchitecture.net BYREVISION DATE DETAILS A.19 JOB NUMBER: DRAWN BY : SCALE : ISSUED FOR : JOB NAME: © G E O F F R E Y E. B U T L E R A R C H I T E C T U R E & P L A N N I N G 2 0 0 8 W W W . G E B A R C H . C O M 1 3 0 6 B R I D G E W A Y S A U S A L I T O, C A L I F O R N I A 9 4 9 6 5 T . 4 1 5 . 3 3 2 . 3 3 8 8  4 1 5 . 3 3 2 . 3 3 7 7 . F DR AS NOTED 0801 ARIOWITSCH A R C H I T E C T U R E & P L A N N I N G G E O F F R E Y E B U T L E R PRICING 12 APR. 2008 A8.1 PLOT:08.02.08 ARIOWITSCH RESIDENCE 150 MARLIN DRIVE MILL VALLEY, California 94941 A.P.Nø: 029-231-02 DETAILS PERMIT 02 JULY 2008 PLANCHECK 12 AUG 20081 1 1 1 1 1 1 1 3/8" 5/8" GWB, PAINTED, TYP WATERPROOF MEMBRANE, LAP O/ BLDG. PAPER WINDOW AS SCHEDULED 5 A8.1 EXTERIOR SLIDING DOOR HEAD SCALE: 3" = 1'-0" 6 A8.1 EXTERIOR WINDOW SILL SCALE: 3" = 1'-0" 9 A8.1 NOT USED SCALE: 3" = 1'-0" 10 A8.1 WINDOW HEAD SCALE: 3" = 1'-0" WATERPROOF MEMBRANE, LAP O/ NAILING FIN @ HEAD, TYP. 3/8" TYP. HARDI-PLANK SIDING 5/8" GYP. BD., PAINTED, TYP. HEADER, S.S.D. 1X4 WD. TRIM, PAINTED, TYP. WINDOW AS SCHEDULED 2 X WD. TRIM, PAINTED, TYP. 15# BUILDING PAPER O/ PLYWD., S.S.D., TYP. GSM FLASHING (RUN MIN 3-1/2" UP AND UNDER BUILDING PAPER) 8 A8.1 ROOF TO WALL DETAIL SCALE: 1 1/2" = 1'-0" 11 A8.1 EAVE VENTILATION SCALE: 3" = 1'-0" 7 A8.1 EXTERIOR WINDOW JAMB SCALE: 3" = 1'-0" 3 A8.1 EAVE DETAIL SCALE: 1 1/2" = 1'-0" 1 A8.1 EXTERIOR SLIDING DOOR THRESHOLD SCALE: 3" = 1'-0" DOOR AS SCHEDULED PROVIDE WATERPROOF MEMBRANE LAP UNDER BUILDING PAPER 5/8" PTD GWB 4X HEADER- SSD 6'-8" TYP. BLDG. PAPER PLYWOOD, S.S.D. WINDOW AS SCHEDULED 5/8" PTD GWB, TYP FRAMING, S.S.D. 3/8" TYP. 2 A8.1 SCALE: 3" = 1'-0" HARDI-PLANK SIDING RAIL POST ATTACHMENT DETAIL 12 A8.1 ROOF RIDGE DETAIL SCALE: 1 1/2" = 1'-0" HARDI-PLANK SIDING 15# BUILDING PAPER O/ PLYWD., S.S.D., TYP. 1X4 WD. TRIM, PAINTED, TYP. 2 X WD. TRIM, PAINTED, TYP. 2 X WD. TRIM, PAINTED, TYP. 1X4 WD. TRIM, PAINTED, TYP. 1X4 WD. TRIM, PAINTED, TYP.2 X WD. TRIM, PAINTED, TYP. HARDI-PLANK SIDING PLYWOOD SHEATHING, SSD GSM FLASHING(RUN MIN 3-1/2" UP AND UNDER BUILDING PAPER) SCREEN DOOR SLOPE 1/4" PER FOOT MIN FLASHING AT DOOR THRESHOLD TILE O/ MORTAR BED O/WP MEMBRANE O/ PLYWOOD DOOR AS SCHEDULED FINISHED FLOOR WOOD FRAMING - S.S.D. SLOPE 1/4" PER FOOT MIN RWL PTD GWB, TYP. ACOUSTIC BATT INSULATION, SEE TITLE-24 BOLT PLATE TO 3X BLKG WATERPROOF MEMBRANE CERAMIC OR STONE TILE o/ 3/4" SETTING BED GSM FLASHING SHAPED 2X WOOD CAP CABLE RAIL 2"x3/8"x1/4" PTD. STEEL POST 3/4" PLYWOOD, SSD. 4 1/8" WALL BEYOND 3'-6" PROVIDE GUARDRAIL CONFORMING TO CBC SECTION 509. GUARDRAILS SHALL BE 3'-6" HIGH MINIMUM. OPENINGS IN GUARDRAILS SHALL NOT ALLOW A SPHERE 4" IN DIAMETER TO PASS THROUGH. WP MEMBRANE - GACO WESTERN, GACOFLEX U-13, ICC ESR-1284 GSM FLASHING 4" MIN 4" BUILDING PAPER, LAP o/ GSM FLASHING SLOPE 1/4" PER FOOT MIN 5/8" PTD GWB, TYP 4 A8.1 SCALE: 3" = 1'-0" DECK TO WALL DETAIL TILE o/ MORTAR BED 3/4" PLYWOOD 2 1/2" Ø VENT BUG SCREEN RAFTERS, TYP ROOF VENTILATION: REQUIRED ATTIC VENTILATION IS 1/150 OF ROOF AREA TO VENT ROOF AREA TO VENT= 568 SQ FT VENTILATION REQUIRED= 568 SQ FT ÷ 150= 3.79 SQ FT REQUIRED VENTILATION PROVIDED: QTY (6) 2 1/2" DIAM HOLES EACH RAFTER BAY (3 HOLES AT EAVE, 3 HOLES AT UPPER PORTION OF ROOF); 20 NEW RAFTER BAYS PROPOSED AREA OF 2 1/2" DIAM HOLE= ∏ (R x R)= ∏ (1 1/4" x 1 1/4")= 4.91 SQ IN TOTAL NUMBER OF HOLES= 20 BAYS X 6 HOLES EACH = 120 HOLES VENTILATION AREA PROVIDED= 120 HOLES x 4.91 SQ IN= 589 SQ IN= 4.09 SQ FT PROVIDED PTD 5/8" GWB BATT INSULATION, SEE TITLE 24 HARDI PLANK SIDING 15# BLDG PAPER PLYWOOD SHEATHING, SSD SHAKE ROOF, CLASS 'A' ASSEMBLY PTD T&G DECKING PTD 2X FASCIA FASCIA GUTTER GSM FLASHING PLYWD SHEATHING, SSD TRIM HELD OUT WITH 1X BLK'G DRILLED BLOCKING FOR EAVE VENTILATION, SEE 11/A8.1 FOR ADDITIONAL INFORMATION 20# BUILDING PAPER ROOF RAFTER- SSD PTD GWB BATT INSULATION- SEE TITLE 24 2X WOOD FRAMING- SSD COMP SHINGLE ROOFING STEPPED GSM FLASHING- 4" MIN EACH LEG BLDG PAPER- LAP OVER GSM FLASHING DRILL 2 1/2" DIA. HOLES @ 4 1/2" o.c. IN EA. RAFTER BAY, TYP. BOTH SIDES CLASS 'A' COMP. SHINGLES O/ WATERPROOF UNDERLAYMENTO/ PLYWD SHEATHING, SSD COMP. SHINGLE @ RIDGE VENT 2x12 ROOF RAFTERS, SSD RIDGE BEAM W/SIMPSON HANGERS, SSD 12 5 5/8" GWB RIDGE VENT BITUTHENE VENT HOLES W/ INSECT SCREEN AT EA RAFTER BAY PER VENTILATION REQ'T CONTINUOUS VENT JOB NUMBER: DRAWN BY : SCALE : ISSUED FOR : JOB NAME: © G E O F F R E Y E. B U T L E R A R C H I T E C T U R E & P L A N N I N G 2 0 0 8 W W W . G E B A R C H . C O M1 3 0 6 B R I D G E W A YS A U S A L I T O, C A L I F O R N I A 9 4 9 6 5T . 4 1 5 . 3 3 2 . 3 3 8 8  4 1 5 . 3 3 2 . 3 3 7 7 . F DR AS NOTED 0801 ARIOWITSCH A R C H I T E C T U R E & P L A N N I N GG E O F F R E Y E B U T L E R PRICING 12 APR. 2008 A8.1 PLOT:08.02.08 ARIOWITSCH RESIDENCE 150 MARLIN DRIVE MILL VALLEY, California 94941 A.P.Nø: 029-231-02 DETAILS PERMIT 02 JULY 2008 PLANCHECK 12 AUG 20081 1 1 1 1 1 1 1 3/8" 5/8" GWB, PAINTED, TYP WATERPROOF MEMBRANE, LAP O/ BLDG. PAPER WINDOW AS SCHEDULED 5 A8.1 EXTERIOR SLIDING DOOR HEAD SCALE: 3" = 1'-0" 6 A8.1 EXTERIOR WINDOW SILL SCALE: 3" = 1'-0" 9 A8.1 NOT USED SCALE: 3" = 1'-0" 10 A8.1 WINDOW HEAD SCALE: 3" = 1'-0" WATERPROOF MEMBRANE, LAP O/ NAILING FIN @ HEAD, TYP.3/8" TYP.HARDI-PLANK SIDING 5/8" GYP. BD.,PAINTED, TYP.HEADER, S.S.D.1X4 WD. TRIM,PAINTED, TYP.WINDOW AS SCHEDULED2 X WD. TRIM, PAINTED, TYP.15# BUILDING PAPER O/ PLYWD., S.S.D., TYP.GSM FLASHING(RUN MIN 3-1/2" UP AND UNDERBUILDING PAPER) 8 A8.1 ROOF TO WALL DETAIL SCALE: 1 1/2" = 1'-0" 11 A8.1 EAVE VENTILATION SCALE: 3" = 1'-0" 7 A8.1 EXTERIOR WINDOW JAMB SCALE: 3" = 1'-0" 3 A8.1 EAVE DETAIL SCALE: 1 1/2" = 1'-0" 1 A8.1 EXTERIOR SLIDING DOOR THRESHOLD SCALE: 3" = 1'-0" DOOR AS SCHEDULED PROVIDE WATERPROOF MEMBRANE LAP UNDER BUILDING PAPER 5/8" PTD GWB 4X HEADER- SSD 6'-8" TYP. BLDG. PAPER PLYWOOD, S.S.D. WINDOW AS SCHEDULED 5/8" PTD GWB, TYP FRAMING, S.S.D. 3/8" TYP. 2 A8.1 SCALE: 3" = 1'-0" HARDI-PLANK SIDING RAIL POST ATTACHMENT DETAIL 12 A8.1 ROOF RIDGE DETAIL SCALE: 1 1/2" = 1'-0" HARDI-PLANK SIDING 15# BUILDING PAPER O/ PLYWD., S.S.D., TYP. 1X4 WD. TRIM, PAINTED, TYP. 2 X WD. TRIM, PAINTED, TYP. 2 X WD. TRIM, PAINTED, TYP. 1X4 WD. TRIM, PAINTED, TYP. 1X4 WD. TRIM, PAINTED, TYP.2 X WD. TRIM, PAINTED, TYP. HARDI-PLANK SIDING PLYWOOD SHEATHING, SSD GSM FLASHING(RUN MIN 3-1/2" UP AND UNDER BUILDING PAPER) SCREEN DOOR SLOPE 1/4" PER FOOT MIN FLASHING AT DOOR THRESHOLD TILE O/ MORTAR BED O/WP MEMBRANE O/ PLYWOOD DOOR AS SCHEDULED FINISHED FLOOR WOOD FRAMING - S.S.D. SLOPE 1/4" PER FOOT MIN RWL PTD GWB, TYP. ACOUSTIC BATT INSULATION, SEE TITLE-24 BOLT PLATE TO 3X BLKG WATERPROOF MEMBRANE CERAMIC OR STONE TILE o/ 3/4" SETTING BED GSM FLASHING SHAPED 2X WOOD CAP CABLE RAIL 2"x3/8"x1/4" PTD. STEEL POST 3/4" PLYWOOD, SSD. 4 1/8" WALL BEYOND 3'-6" PROVIDE GUARDRAIL CONFORMING TO CBC SECTION 509. GUARDRAILS SHALL BE 3'-6" HIGH MINIMUM. OPENINGS IN GUARDRAILS SHALL NOT ALLOW A SPHERE 4" IN DIAMETER TO PASS THROUGH. WP MEMBRANE - GACO WESTERN, GACOFLEX U-13, ICC ESR-1284 GSM FLASHING 4" MIN 4" BUILDING PAPER, LAP o/ GSM FLASHING SLOPE 1/4" PER FOOT MIN 5/8" PTD GWB, TYP 4 A8.1 SCALE: 3" = 1'-0" DECK TO WALL DETAIL TILE o/ MORTAR BED 3/4" PLYWOOD 2 1/2" Ø VENTBUG SCREENRAFTERS, TYPROOF VENTILATION:REQUIRED ATTIC VENTILATION IS 1/150 OF ROOF AREA TO VENT ROOF AREA TO VENT= 568 SQ FTVENTILATION REQUIRED= 568 SQ FT ÷ 150= 3.79 SQ FT REQUIREDVENTILATION PROVIDED: QTY (6) 2 1/2" DIAM HOLES EACH RAFTER BAY (3 HOLES AT EAVE, 3 HOLES AT UPPER PORTION OF ROOF); 20 NEW RAFTER BAYS PROPOSEDAREA OF 2 1/2" DIAM HOLE= ∏ (R x R)= ∏ (1 1/4" x 1 1/4")= 4.91 SQ INTOTAL NUMBER OF HOLES= 20 BAYS X 6 HOLES EACH = 120 HOLESVENTILATION AREA PROVIDED= 120 HOLES x 4.91 SQ IN= 589 SQ IN= 4.09 SQ FT PROVIDED PTD 5/8" GWB BATT INSULATION, SEE TITLE 24 HARDI PLANK SIDING 15# BLDG PAPER PLYWOOD SHEATHING, SSD SHAKE ROOF, CLASS 'A' ASSEMBLY PTD T&G DECKING PTD 2X FASCIA FASCIA GUTTER GSM FLASHING PLYWD SHEATHING, SSD TRIM HELD OUT WITH 1X BLK'G DRILLED BLOCKING FOR EAVE VENTILATION, SEE 11/A8.1 FOR ADDITIONAL INFORMATION 20# BUILDING PAPER ROOF RAFTER- SSD PTD GWB BATT INSULATION- SEE TITLE 24 2X WOOD FRAMING- SSD COMP SHINGLE ROOFING STEPPED GSM FLASHING- 4" MIN EACH LEG BLDG PAPER- LAP OVER GSM FLASHING DRILL 2 1/2" DIA. HOLES@ 4 1/2" o.c. IN EA.RAFTER BAY, TYP.BOTH SIDES CLASS 'A' COMP. SHINGLES O/ WATERPROOF UNDERLAYMENTO/ PLYWD SHEATHING, SSDCOMP. SHINGLE @ RIDGE VENT 2x12 ROOF RAFTERS, SSDRIDGE BEAM W/SIMPSON HANGERS, SSD1255/8" GWB RIDGE VENT BITUTHENE VENT HOLES W/ INSECT SCREEN AT EA RAFTER BAY PER VENTILATION REQ'T CONTINUOUS VENT WINDOW HEAD DETAIL Scale: 1" = 1'-0"1EXTERIOR DOOR HEAD DETAIL Scale: 1" = 1'-0"2 EXTERIOR WINDOW SILL DETAIL Scale: 1" = 1'-0"3EXTERIOR DOOR THRESHOLD DETAIL Scale: 1" = 1'-0"4 FIRE RATING: STC RATING: SOUND TEST: SYSTEM THICKNESS: LOCATION: FRAMING TYPE: 2 HOURS 51 USG-040913 4-3/4" [121 MM] CORE-SHAFT STEEL STUD (NONLOAD-BEARING) GYPSUM PANELS: STEEL STUDS: INSULATION: GYPSUM PANELS: ASSEMBLY REQUIREMENTS: DESIGN NO. GENERAL WALL NOTES: 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. 2. FOR THE MOST UP-TO-DATE DETAILS, INCLUDING CONSTRUCTION VARIATIONS, REFER TO THE PUBLISHED DESIGN. 3. WHERE DESIGN NO. INDICATES “PER”, THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED SIMILARLY CONSTRUCTED ASSEMBLIES. 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. 7. FIRE-RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. 8. FIRE-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, INCREASE STUD MATERIAL THICKNESS, DECREASE STUD SPACING, DECREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. 9. WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE BASED ON LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES. 10. SOUND-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, DECREASE STUD MATERIAL THICKNESS, INCREASE STUD SPACING, INCREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. UL U415 UL System C ONE LAYER 1" [25.4 MM] SHEETROCK® GYPSUM LINER PANELS (UL TYPE SLX) 4" [102 MM] CH STUDS, 25 GA. (0.018"), 24" [610 MM] O.C. 3" [76 MM] MINERAL WOOL INSULATION ONE LAYER 3/4" [19 MM] SHEETROCK® ULTRACODE® GYPSUM PANEL (UL TYPE ULTRACODE) [121 mm] 4 3 / 4 " [610 mm] 24" [610 mm] 24" USG Corporation550 West Adams Street Chicago, IL 60661 USAwww.USG.com T. 800-USG4YOU DISCLAIMER: THE USG PRODUCT INFORMATION CONTAINTED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, AND OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION, AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE A SUBSTITUTE FOR THE DESIGN REVIEW AND APPROVAL OF THE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDCATION OF SUCH MODIFICATIONS, MODIFCATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ISSUE RECORD: SHEET INFORMATION: Revision Date 24/05/2021 1:28:03 PM SN-SW-2-05UL U415 UL SYSTEM C STAIRWALL DETAIL- 2 HOUR CONSTRUCTION Scale: 1" = 1'-0"5 INSWINGING DOOR SILL Scale: 1" = 1'-0"6 5/8" DIA. STAINLESS CARRIAGE BOLTS 3'-6" PT 4X12 4" DECKING MATERIAL: SUGGEST MAINTENANCE FREE DECKING SUCH AS "DENALI TRUORGANICS". FASTEN FROM BELOW. 4 12 PT DECK JOISTS 2 X 12 CANTILEVERED- PT BLOCKING . 4" 4" 4" 4" 4" 4" 4" 4" 4" STAINLESS TOP CAP, STAINLESS UPRIGHTS & STAINLESS ELECTROPOLISHED 3/8" TUBES OR CABLE RAIL-VERIFY WITH OWNER. SUGGEST "AGA STAINLESS" OPEN DECK DETAIL Scale: 1" = 1'-0"7 5/8" DIA. STAINLESS CARRIAGE BOLTS 3'-6" PT 6X8 HEADER 4" PORCELAIN TILE THIN SET OVER WATERPROOF MEMBRAINE. SLOPE DECK 1/4" PER FOOT. 6 NEW PT 2 X 8 -TYP. 4" 4" 4" 4" 4" 4" 4" 4" 4" STAINLESS TOP CAP, STAINLESS UPRIGHTS & STAINLESS ELECTROPOLISHED 3/8" TUBES OR CABLE RAIL-VERIFY WITH OWNER EPOXY TILE TRIM @ EDGE OF DECK & TOP MARINE GRADE 5/8 PLYWOOD ROOF DECK RAILING DETAIL Scale: 1" = 1'-0"8 NOTE: SEE STRUCTURAL DRAWINGS FOR MEMBER SIZES AND DETAILS 2 LAYERS OF 30# FELT APPROVED JOIST HANGERS FLASHING WRAPS TOP OF BLOCKING SHEATHING W/ VAPOR BARRIER NEW SIDING-SEE NOTES ON EXTERIOR ELEVATIONS PT. TRIM BOARD METAL FLASHING TO MATCH ROOFING-ADD DRIP 12 R-49 INSULATION OVER CONDITIONED SPACES-TYP. FIRESTOP PENETRATION DETAIL Scale: 1" = 1'-0"9 9/11/24 NLB1 1 4164 Meridian Street  Suite 304  Bellingham, Washington 98226  Phone (360) 733-8888 Structural Calculations (2018 IBC) for SONIA INC New Multi-Family Apartment Parcel #3788010 0040007 907 24th St. Anacortes, WA JEI Job # 23278 Date: 3/12/2024 Item: Page 1. Design Criteria 2 2. Attachment A –Beam/Column Calculations by Sizer Program – 62 pages 3 3. Attachment B – Joists Analysis by Forte Program – 5 pages 3 4. Attachment C – Footing Analysis by RisaFoot Program – 15 pages 3 5. Lateral Force Analysis 4 6. Diaphragm Design 20 7. Miscellaneous Calculations 21 Total Number of Pages (Including Attachments) 103 4164 Meridian Street  Suite 304  Bellingham, Washington 98226  Phone (360) 733-8888 Date: 3/12/2024 Client: SONIA INC Project Name: New Multi-Family Apartment JEI Job# 23278 Site Address: 907 24th St., Anacortes, WA Parcel # 3788010 0040007 1. Design Criteria Codes: 2018 IBC w/ WA State Amendments 2018 NDS for Wood Construction, (NDS) ACI 318-14 ASCE 7-16, Minimum Design Loads for Buildings & other Structures Wind: See Wind Design Section for complete Design Criteria Seismic: See Seismic Design Section for complete Design Criteria Roof Load Snow (SL) Design Snow Load 25.0 psf Roof (TCDL) Roofing, Felt, CDX & Truss 7.0 psf Ceiling (BCDL) Insulation & 5/8” GWB 8.0 psf Total Load for Roof w/o storage = 40 psf Wall Load Exterior (DL) 2”x6” @ 16” o/c w/ Insulation, 5/8” GWB & Siding 12 psf Interior (DL) 2”x4” @ 16” o/c w/ ½” GWB on both sides 10 psf Floor Load (Residence) (LL) Design Live Load 40 psf (DL) Floor Covering, ¾” T&G Sub-floor, Floor Joists, Insulation & 5/8” GWB 10 psf Total Load for Floor in residence = 50 psf Deck Load (LL) Design Live Load 60 psf (DL) Decking Material & PT Deck Joists 10 psf Total Load for Floor = 70 psf I hereby certify that this document, consisting of designs and specifications, was prepared under my personal supervision and meet the 2018 International Building Code standards and further, that said design meets the generally accepted standards of practice within the State of Washington. Job # 23278 3/12/2024 Page 3 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Materials: Wood Materials are to meet or exceed those shown below, with moisture content not to exceed 19% for sawn lumber and less than 16% for Glulams. Glue-Laminated Beams (GLB) ----------24F-V4 or 24F-V8, as noted on plans. Posts & Beams -----------------------------Douglas-Fir (DF) #2, U.N.O. Studs, Sills & Plates -----------------------Hem/Fir (HF) or SPF, Stud Grade, U.N.O. Sawn Joists ---------------------------------Hem/Fir (HF) #2, U.N.O. Blocking & Bridging ----------------------Hem/Fir (HF) Construction Grade, U.N.O. Commercial Connectors ------------------Simpson Strong-Tie, as called out on plans Provide Full Catalog Nailing and/or bolting Roof Sheathing ----------------------------7/16” 5 ply CDX or OSB, APA rated Sheathing w/ ply clips or T&G Wall Sheathing -----------------------------7/16” 5 ply CDX or OSB, APA rated Sheathing, U.N.O. Floor Sheathing ----------------------------3/4” T&G, APA rated STURD-I-FLOOR, 2x blocking under all edges, glued and nailed. Panel Adhesive ----------------------------Per APA Spec AFG-01 or ASTM D3498 . Steel Rebar ----------------------------------------ASTM A615, Grade 40 for #4 & Grade 60 for #5 or larger bars Anchor Bolts -------------------------------ASTM F1554, Grade 36 Plates, Angles & Bars ---------------------ASTM A36 Pipes -----------------------------------------ASTM A53, Grade B, Standard Weight Nuts -----------------------------------------ASTM A563 Flat/Beveled Washers ---------------------ASTM F436 Fy = yield strength of A36 & A307 steel = 36 ksi fy = yield stress of reinforcing steel = 40,000 psi for Grade 40 & 60,000 psi for Grade 60 E = modulus of elasticity of steel = 29,000 ksi G = shear modulus of steel = 11,200 ksi Concrete γc = unit weight of concrete = 150 pcf fc' = 28-day compressive strength = 3,000 psi for exterior walls, columns, and floor slabs (2500 psi for other concrete elements, U.N.O.) Soil Allowable Bearing Capacity -------------1,500 psf (Assumed) 2. Attachment A –Beam/Column Calculations by Sizer Program – 62 pages 3. Attachment B – Joists Analysis by Forte Program – 5 pages 4. Attachment C – Footing Analysis by RisaFoot Program – 15 pages Job # 23278 3/12/2024 Page 4 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx 5. Lateral Force Analysis 1). Main Wind Force Resisting System (MWFRS) Design Method: ASCE 7-16, §28, Part 2 Envelope Procedure for Enclosed Low Rise Buildings w/ a Simple Diaphragm Risk Category II Table 1.5-1 V = Basic Design Wind Speed 100 mph Figure 26.5-1B VASD = Allowable Stress Wind Speed = V*0.6^5 85 mph IBC §1609.3.1 Exposure Category: C Topographic Factor, Kzt = 1.0 §26.8 Roof Pitch: 1 :12 H = Max Building Height = 39 ft h = Mean Roof Height = 35 ft B = Least Building Width = 60 ft Wind Pressure Calculation: λ = adjustment factor for building height and exposure 1.45 Figure 28.5-1 Reduction for ASD design per §2.4 0.6 ps30 = simplified design wind pressure for exposure B at h = 30 ft, Kzt = 1.0 per Figure 28.6-1 ps = 0.6*λ∗Kzt*ps30 Eq. 28.6-1 Zone Determination: amax = max end strip width = min(0.1B, 0.4h) = 6.00 ft a = design end strip width = max(amax, 0.04*B, 3) = 6.00 ft EZW = end zone width = 2a = 12.0 ft Conditions: In order to design by ASCE 7-16 Section 28.5.2, all of the following conditions must be met: 1. The building has simple diaphragms, as defined in §26.2. (satisfactory) 2. Must be a low-rise building, mean roof height < 60 ft and the least horizontal dimension per §26.2. (satisfactory) 3. The building must be enclosed (§26.2) and not prone to wind-borne debris (§26.12.3). (satisfactory) 4. The building must be regular shaped per §26.2. (satisfactory) 5. The building is not classified as a flexible building as defined in §26.2. (satisfactory) 6. The building does not have response characteristics making it subject to across-wind loading, vortex shedding, instability due to galloping or flutter; and does not have a site location for which channeling effects or buffeting in the wake of upwind obstructions warrant special consideration. (satisfactory) 7. The building has an approximately symmetrical cross-section in each direction with either a flat roof or a gable or hip roof with θ ≤ 45°. (satisfactory) 8. The building is exempted from torsional load cases as indicated in Note 5 of Fig. 28.3-1, or the torsional cases defined in Note 5 do not control the design of any of the MWFRS of the building. (satisfactory)  Design by Simplified Wind Load Method of ASCE 7-16. Job # 23278 3/12/2024 Page 5 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx A). Wind Pressure on MWFRS Note: θ = 0° is used when designing the MWFRS for Case B per footnote 3 of Figure 28.5-1. End Zone Pressures Interior Zone Pressures Zone A B E F Eoh C D G H Goh Case 1 16.7 -8.6 -20.0 -11.3 -28.0 11.0 -5.1 -13.9 -8.8 -21.9 Case 2 16.7 -8.6 -20.0 -11.3 -28.0 11.0 -5.1 -13.9 -8.8 -21.9 B). Components and Cladding (CAC) This building qualifies under §30.4, therefore the C&C can be designed using §30.4.2, Eq 30.4-1. C&C Loads for Flat Roof - Less than 1.5:12 Pitch Interior Zones End Zones Corner Zones Roof Roof Wall Roof Wall Zone 1 1’ 4 2 5 3 3 Area 50 ft2 50 ft2 20 ft2 50 ft2 20 ft2 10 ft2 20 ft2 5.5 -21.1 5.5 -14.4 15.0 -16.3 5.5 -28.0 15.0 -19.6 6.4 -44.8 6.0 -40.6 Job # 23278 3/12/2024 Page 6 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Seismic Load: Location: Anacortes, WA Risk Category: II Table 1.5-1 Seismic Importance Factor: 1.0 Table 1.5-2 Latitude: 48.503 Longitude: -122.612 Site Classification: D Table 20.3-1 SS = mapped MCER spectral response acceleration at 0.2-sec 1.130 g USGS Maps S1 = mapped MCER spectral response acceleration at 1-sec 0.401 g USGS Maps Fa = site coefficient = 1.200 Table 11.4-1 Fv = site coefficient = 1.899 Table 11.4-2 Maximum Considered Earthquake Acceleration SMS = Fa SS = 1.356 g Eq. 11.4-1 SM1 = Fv S1 = 0.761 g Eq. 11.4-2 Design Spectral Acceleration SDS = 2⁄3 SMS = 0.904 g Eq. 11.4-3 SD1 = 2⁄3 SM1 = 0.508 g Eq. 11.4-4 Seismic Design Category D Tables 11.6-1 & 11.6-2 Design Coefficients Table 12.2-1 R = Response modification factor = 6.5 Item A15 for Wood Shearwalls Ωo = amplification factor = 2.5 Table 12.2-1 w/ Footnote ‘b’ Redundancy/Reliability, ρ = 1.0 §12.3.4.2 Analytical Procedure: Use §12.8 Equivalent Lateral Force Procedure as permitted per Table 12.6-1. Base shear: V = Cs W Eq. 12.8-1 Approximate fundamental period: Ta = Ct (hn)x = 0.288 sec Eq. 12.8-7 where, Ct = 0.02 & x = 0.75 Table 12.8-2 hn = height in ft above base to the highest level of the structure TL = long-period transition period = 16 sec Figure 22-12 CS =seismic base shear coefficient = ( )EDSIRS= 0.139 g Eq. 12.8-2 Cs need not exceed ( )EDITRS1 for T ≤ TL 0.272 g Eq. 12.8-3 Cs shall not be less than ==EDSIS**044.0 0.040 g Eq. 12.8-5 For Allowable Stress Design, CS = 0.7*ρ*Cs,min = 0.097 g Base Shear, V = CSW = 36,662 lb Job # 23278 3/12/2024 Page 7 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Dead Load to Roof Diaphragm psf ft Roof 15 3323 ft^2 49,845 lb 3rd Floor Exterior Walls 12 4.5 324 ft 17,496 lb 3rd Floor Exterior Walls 30 528 ft 15,840 lb 3rd Floor Interior Walls 10 4.5 380 ft 17,100 lb 100,281 lb Dead Load to 3rd Floor Diaphragm psf ft 3rd Floor Exterior Walls 12 4.5 324 ft 17,496 lb 3rd Floor Interior Walls 10 4.5 380 ft^2 17,100 lb Deck 30 845 ft^2 25,350 lb 3rd Floor 10 2780 ft^2 27,800 lb 2nd Floor Exterior Walls 12 4.5 322 ft 17,388 lb 2nd Floor Interior Walls 10 4.5 433 ft 19,485 lb 124,619 lb Dead Load to 2nd Floor Diaphragm psf ft 2nd Floor Exterior Walls 12 4.5 322 ft 17,388 lb 2nd Floor Interior Walls 10 4.5 433 ft^2 19,485 lb Roof 15 215 ft^2 3,225 lb Deck 30 626 ft^2 18,780 lb 2nd Floor 10 3206 ft^2 32,060 lb 1st Floor Exterior Walls 12 4.5 252 ft 13,608 lb 1st Floor Interior Walls 10 4.5 1078 ft 48,510 lb 153,056 lb Vertical Distribution of Base Shear: The vertical distribution of base shear is performed per §12.8.3: Fx = Cvx V (Eq. 12.8-11) ∑=kii kxxvxhw hwC (Eq. 12.8-12) where k = 1 for structures having a period of 0.5 sec or less. Level wx (lb) hx (ft) wx hx Cvx Fx (lb) ΣFx (i.e. Vx) 3 100,281 27 2,707,587 0.428 15,686 15,686 2 124,619 18 2,243,142 0.354 12,995 28,681 1 153,056 9 1,377,504 0.218 7,980 36,661 377,956 6,328,233 1.00 36,661 Horizontal Structural Irregularity §12.3.2.1 & Table 12.3-1 There are no horizontal structural irregularities. Vertical Structural Irregularity §12.3.2.2 & Table 12.3-2 There are no vertical structural irregularities. Job # 23278 3/12/2024 Page 8 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Calculate Shear at Mid-Height of Walls Left Apartment Wall (SW-x1) Loads to Upper Floor Walls – (SW-31) Seismic Load: 0.20 * 15686 lb = 3137 lb Case A B Zone A B C D A C ps (Design) Min. per §28.6.4 Projected Area (ft2) 0 0 0 0 153 56 3171 lb 2090 lb Critical Length of Shearwalls = 3.67 + 3.92 + 7.5 + 9.58 = 24.67 ft vseismic = 127 plf vwind = 129 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 0.94 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 244 plf/343 plf (Seismic/Wind) OK  Use conventional construction practices. Loads to 2nd Floor Walls – (SW-21) Seismic Load: 3137 lb + 0.20 * 12995 lb = 5736 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 124 0 3171 lb 5242 lb 3330 lb Critical Length of Shearwalls = 3.75 + 4.58 + 5.5 + 6.25 =20.08 ft vseismic = 286 plf vwind = 261 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 0.95 7/16” STR I Ply w/ 8d @ 4”/12” & DF framing = 380 plf/532 plf (Seismic/Wind) OK Check Overturning on 3.75 ft Wall section OM = 5736 lb (9 ft) (3.75/20.08) = 9641 ft-lb RM = 0.6[20 psf (7 ft) + 12 psf (9 ft)] (3.75 ft) (1.88 ft) = 1046 ft-lb Force at wall ends = 1202 + (OM - RM) / 3.25 = 3847 lb ∴ MST48-FTF Straps & HDU4 Hold-downs & SSTB20 A.B. are needed. Check Connection of Upper Rim to Wall Top Plates Load = 286 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (286 plf) = 24” o/c Connection of Lower Sole Plate to Rim Joist Load = 286 plf (1.33 ft) = 380 lb (3) 16dx0.148”  Z’ = ZCDCMCtCtn = 102 lb (1.6)(1.0)(1.0) (0.84)(3) = 411 lb OK Loads to 2nd Floor Walls – (SW-11) Seismic Load: 5736 lb + 0.16 * 7980 lb = 7013 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 111 0 5242 lb 7096 lb 4440 lb Critical Length of Shearwalls = 4.17 + 5.67 + 8 =17.84 ft vseismic = 393 plf Job # 23278 3/12/2024 Page 9 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx vwind = 398 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 0.98 7/16” STR I Ply w/ 8d @ 3”/12” & DF framing = 500 plf/701 plf (Seismic/Wind) OK Check Overturning on 4.17 ft Wall section OM = 7096 lb (9 ft) (4.17/17.84) = 14928 ft-lb RM = 0.6[10 psf (6 ft) + 12 psf (9 ft)] (4.17 ft) (2.09 ft) = 876 ft-lb Force at wall ends = 3847 + (OM - RM) / 3.67 = 7676 lb ∴ HDU8 Hold-downs and SSTB28 A.B. are needed. Check Connection of Upper Rim to Wall Top Plates Load = 398 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (398 plf) = 17” o/c Check Number of 5/8” Anchor Bolts Load = 398 plf Allowable Load on 5/8” Anchor Bolts (NDS Table 11E) = 860 lb (1.6)(50%) = 688 lb Spacing = (688 lb/bolt) (12 in/ft) / (398 plf) = 21” o/c Terrace Side Right Apartment Wall (SW-x2) Loads to Upper Floor Walls – (SW-32) Seismic Load: 0.20 * 15686 lb = 3137 lb Case A B Zone A B C D A C ps (Design) Min. per §28.6.4 Projected Area (ft2) 0 0 0 0 0 188 2068 lb 1880 lb Critical Length of Shearwalls = 10 + 14 = 24 ft vseismic = 131 plf vwind = 86 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1.0 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 260 plf/365 plf (Seismic/Wind) OK  Use conventional construction practices. WALL LINE EDGE NAIL HOLD-DOWNS CONN. TO TOP PLATES SOLE TO RIM RIM TO SILL ANCH. BOLTS SW-21 6” MST48-FTF TO 2-2x6 NAILS @ 4” O.C. LTP4/A35 CLIPS @ 24” O/C SOLE: (3) 16dx0.135” N/A SW-11 3” HDU4/8 W/ SSTB20/28 A.B. NAILS @ 6” O.C. LTP4/A35 CLIPS @ 16” O/C N/A 5/8” x10” A.B. @ 20” O.C., 2x SILL Job # 23278 3/12/2024 Page 10 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Loads to 2nd Floor Walls – (SW-22) Seismic Load: 3137 lb + 0.20 * 12995 lb = 5736 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 0 201 2068 lb 4279 lb 3890 lb Critical Length of Shearwalls = 27.75 ft vseismic = 207 plf vwind = 154 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1.0 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 260 plf/365 plf (Seismic/Wind) OK Check Overturning on 27.75 ft Wall section OM = 5736 lb (9 ft) = 51624 ft-lb RM = 0.6[10 psf (17.5 ft) + 12 psf (9 ft)] (27.75 ft) (13.88 ft) = 65378 ft-lb Force at wall ends = 874 + (OM - RM) / 27.25 = > 0 lb ∴ No Straps & Hold-downs are needed. Check Connection of Upper Blocking to Wall Top Plates Load = 207 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (207 plf) = 33” o/c Connection of Lower Sole Plate to Rim Joist Load = 207 plf (1.33 ft) = 275 lb (3) 16dx0.148”  Z’ = ZCDCMCtCtn = 102 lb (1.6)(1.0)(1.0) (0.84)(3) = 411 lb OK Loads to 2nd Floor Walls – (SW-12) Seismic Load: 8604 lb + 0.42 * 7980 lb = 11956 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 0 907 4279 lb 14256 lb 12960 lb Critical Length of Shearwalls = 38.42 ft vseismic = 311 plf vwind = 371 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1 7/16” STR I Ply w/ 8d @ 4”/12” & DF framing = 400 plf/560 plf (Seismic/Wind) OK 23/32” STR Ply w/ 10d @ 6”/12” & DF framing = 320 plf/447 plf (Seismic/Wind) OK Check Overturning on 38.42 ft Wall section OM = 14256 lb (9 ft) = 128304 ft-lb RM = 0.6[10 psf (20 ft) + 12 psf (9 ft)] (38.42 ft) (19.21 ft) = 136391 ft-lb Force at wall ends = (OM - RM) / 37.92 = >0 lb ∴ No Hold-downs are needed. Check Connection of Upper Blocking to Wall Top Plates Load = 371 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (371 plf) = 19” o/c Check Number of 5/8” Anchor Bolts Load = 371 plf Allowable Load on 5/8” Anchor Bolts (NDS Table 11E) = 860 lb (1.6)(50%) = 688 lb Spacing = (688 lb/bolt) (12 in/ft) / (371 plf) = 22” o/c Job # 23278 3/12/2024 Page 11 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Apartment Middle Wall (SW-x3) Loads to Upper Floor Walls – (SW-33) Seismic Load: 0.20 * 15686 lb = 3137 lb Case A B Zone A B C D A C ps (Design) Min. per §28.6.4 Projected Area (ft2) 0 0 0 0 0 202 2222 lb 2020 lb Critical Length of Shearwalls = 36.25 ft vseismic = 87 plf vwind = 61 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1.0 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 260 plf/365 plf (Seismic/Wind) OK  Use conventional construction practices. Loads to 2nd Floor Walls – (SW-23) Seismic Load: 3137 lb + 0.20 * 12995 lb = 5736 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 0 243 2222 lb 4895 lb 4450 lb Critical Length of Shearwalls = 32 ft vseismic = 179 plf vwind = 153 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1.0 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 260 plf/365 plf (Seismic/Wind) OK Check Overturning on 32 ft Wall section OM = 5736 lb (9 ft) = 51624 ft-lb RM = 0.6[10 psf (22 ft) + 12 psf (9 ft)] (32 ft) (16 ft) = 100762 ft-lb Force at wall ends = (OM - RM) / 31.5 = > 0 lb ∴ No Straps & Hold-downs are needed. Check Connection of Upper Blocking to Wall Top Plates Load = 179 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (179 plf) = 39” o/c Connection of Lower Sole Plate to Rim Joist Load = 179 plf (1.33 ft) = 238 lb (3) 16dx0.148”  Z’ = ZCDCMCtCtn = 102 lb (1.6)(1.0)(1.0) (0.84)(3) = 411 lb OK WALL LINE EDGE NAIL HOLD-DOWNS CONN. TO TOP PLATES SOLE TO RIM RIM TO SILL ANCH. BOLTS SW-22 6” MST48-FTF TO 2-2x6 NAILS @ 4” O.C. LTP4/A35 CLIPS @ 24” O/C SOLE: (3) 16dx0.135” N/A SW-12 3” HDU4/8 W/ SSTB20/28 A.B. NAILS @ 6” O.C. LTP4/A35 CLIPS @ 16” O/C N/A 5/8” x10” A.B. @ 20” O.C., 2x SILL WALL LINE EDGE NAIL HOLD-DOWNS CONN. TO TOP PLATES SOLE TO RIM RIM TO SILL ANCH. BOLTS SW-23 6” NONE LTP4/A35 CLIPS @ 36” O/C SOLE: (3) 16dx0.135” N/A Job # 23278 3/12/2024 Page 12 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Apartment Right/Middle Wall (SW-x4) Loads to Upper Floor Walls – (SW-34) Seismic Load: 0.20 * 15686 lb = 3137 lb Case A B Zone A B C D A C ps (Design) Min. per §28.6.4 Projected Area (ft2) 0 0 0 0 0 152 1806 lb 1600 lb Critical Length of Shearwalls = 27.83 ft vseismic = 113 plf vwind = 65 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1.0 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 260 plf/365 plf (Seismic/Wind) OK  Use conventional construction practices. Loads to 2nd Floor Walls – (SW-24) Seismic Load: 3137 lb + 0.20 * 12995 lb = 5736 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 13 220 1806 lb 4443 lb 3930 lb Critical Length of Shearwalls = 28 ft vseismic = 205 plf vwind = 159 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1.0 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 260 plf/365 plf (Seismic/Wind) OK Check Overturning on 28 ft Wall section OM = 5736 lb (9 ft) = 51624 ft-lb RM = 0.6[10 psf (19 ft) + 12 psf (9 ft)] (28 ft) (14 ft) = 70090 ft-lb Force at wall ends = (OM - RM) / 27.5 = > 0 lb ∴ No Straps & Hold-downs are needed. Check Connection of Upper Blocking to Wall Top Plates Load = 205 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (205 plf) = 34” o/c Connection of Lower Sole Plate to Rim Joist Load = 205 plf (1.33 ft) = 273 lb (3) 16dx0.148”  Z’ = ZCDCMCtCtn = 102 lb (1.6)(1.0)(1.0) (0.84)(3) = 411 lb OK WALL LINE EDGE NAIL HOLD-DOWNS CONN. TO TOP PLATES SOLE TO RIM RIM TO SILL ANCH. BOLTS SW-24 6” NONE LTP4/A35 CLIPS @ 30” O/C SOLE: (3) 16dx0.135” N/A Job # 23278 3/12/2024 Page 13 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Right Apartment Wall (SW-x5) Loads to Upper Floor Walls – (SW-35) Seismic Load: 0.20 * 15686 lb = 3137 lb Case A B Zone A B C D A C ps (Design) Min. per §28.6.4 Projected Area (ft2) 0 0 0 0 65 0 1086 lb 650 lb Critical Length of Shearwalls = 2.75 + 3.42 + 3.42 + 3.42 + 4.83 + 7.33 = 25.17 ft vseismic = 125 plf vwind = 43 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 0.84 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 218 plf/307 plf (Seismic/Wind) OK  Use conventional construction practices. Loads to 2nd Floor Walls – (SW-25) Seismic Load: 3137 lb + 0.20 * 12995 lb = 5736 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 111 0 1086 lb 2939 lb 1760 lb Critical Length of Shearwalls = 5 + 7.33 =12.33 ft vseismic = 465 plf vwind = 238 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1 7/16” STR I Ply w/ 8d @ 3”/12” & DF framing = 510 plf/715 plf (Seismic/Wind) OK Check Overturning on 5 ft Wall section OM = 5736 lb (9 ft) (5/12.33) = 20934 ft-lb RM = 0.6[10 psf (10 ft) + 12 psf (9 ft)] (5 ft) (2.5 ft) = 1560 ft-lb Force at wall ends = 1000 + (OM - RM) / 4.75 = 5079 lb ∴ MST60-FTF Straps, HDU5 Hold-downs & SB5/8x24 A.B. are needed. Check Connection of Upper Rim to Wall Top Plates Load = 465 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (465 plf) = 15” o/c Connection of Lower Sole Plate to Rim Joist Load = 465 plf (1.33 ft) = 618 lb (5) 16dx0.148”  Z’ = ZCDCMCtCtn = 102 lb (1.6)(1.0)(1.0) (0.84)(5) = 685 lb OK Loads to 2nd Floor Walls – (SW-15) Seismic Load: 8604 lb + 0.42 * 7980 lb = 11956 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 125 0 8589 lb 11878 lb 9130 lb Critical Length of Shearwalls = 17.33 ft vseismic = 690 plf vwind = 685 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1 Job # 23278 3/12/2024 Page 14 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx 7/16” STR I Ply w/ 10d @ 2”/12” & DF framing = 810 plf/1130 plf (Seismic/Wind) OK 23/32” STR Ply w/ 10d @ 4”/12” & DF BLOCKED framing = 720 plf/895 plf (Seismic/Wind) OK Check Overturning on 17.33 ft Wall section OM = 11956 lb (9 ft) = 107604 ft-lb RM = 0.6[10 psf (10.25 ft) + 12 psf (9 ft)] (17.33 ft) (8.67 ft) = 18966 ft-lb Force at wall ends = 5079/2 + (OM - RM) / 17.08 = 7729 lb ∴ HDU8 Hold-downs to 4x6 DF#2 and SSTB28 A.B. are needed. Check Connection of Upper Rim to Wall Top Plates Load = 690 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (690 plf) = 10” o/c Check Number of 5/8” Anchor Bolts Load = 690 plf Allowable Load on 5/8” Anchor Bolts (NDS Table 11E) = 860 lb (1.6)(50%) = 688 lb Spacing = (688 lb/bolt) (12 in/ft) / (690 plf) = 12” o/c Rear Apartment Wall (SW-x6) Loads to Upper Floor Walls – (SW-36) Seismic Load: 0.11 * 15686 lb = 1725 lb Case A B Zone A B C D A C ps (Design) Min. per §28.6.4 Projected Area (ft2) 0 0 0 0 51 0 852 lb 510 lb Critical Length of Shearwalls = 3.25 + 3.42 + 5.25 = 11.92 ft vseismic = 145 plf vwind = 71 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 0.9 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 234 plf/329 plf (Seismic/Wind) OK  Use conventional construction practices. Loads to 2nd Floor Walls – (SW-26) Seismic Load: 1725 lb + 0.11 * 12995 lb = 3155 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 51 0 852 lb 1703 lb 1020 lb Critical Length of Shearwalls = 3.25 + 3.42 + 5.33 =12 ft vseismic = 263 plf WALL LINE EDGE NAIL HOLD-DOWNS CONN. TO TOP PLATES SOLE TO RIM RIM TO SILL ANCH. BOLTS SW-25 6” MST60-FTF TO 2-2x6 NAILS @ 4” O.C. LTP4/A35 CLIPS @ 12” O/C SOLE: (5) 16dx0.135” N/A SW-15 2” HDU8 W/ SSTB28 A.B. TO 4x6 DF#2 LTP4/A35 CLIPS @ 10” O/C N/A 5/8” x10” A.B. @ 12” O.C., 2x SILL Job # 23278 3/12/2024 Page 15 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx vwind = 142 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 0.9 7/16” STR I Ply w/ 8d @ 4”/12” & DF framing = 360 plf/504 plf (Seismic/Wind) OK Check Overturning on 3.25 ft Wall section OM = 3155 lb (9 ft) (3.25/12) = 7690 ft-lb RM = 0.6[10 psf (.67 ft) + 12 psf (9 ft)] (3.25 ft) (1.63 ft) = 363 ft-lb Force at wall ends = 1249 + (OM - RM) / 3 = 3691 lb ∴ MST48-FTF Straps, HDU4 Hold-downs & SSTB20 A.B. are needed. Check Connection of Upper Rim to Wall Top Plates Load = 263 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (263 plf) = 26” o/c Connection of Lower Sole Plate to Rim Joist Load = 263 plf (1.33 ft) = 350 lb (3) 16dx0.148”  Z’ = ZCDCMCtCtn = 102 lb (1.6)(1.0)(1.0) (0.84)(3) = 411 lb OK Loads to 2nd Floor Walls – (SW-16) Seismic Load: 3155 lb + 0.61 * 7980 lb = 8023 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 125 133 7865 lb 11398 lb 8450 lb Critical Length of Shearwalls = 7.42 + 8.83 + 9.42 + 20.83 + 23.67 = 70.17 ft vseismic = 114 plf vwind = 162 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 260 plf/365 plf (Seismic/Wind) OK 23/32” STR Ply w/ 10d @ 6”/12” & DF UNBLOCKED framing = 285 plf/400 plf (Seismic/Wind) OK Wall will be checked to see if loads can be transferred around the window opening at Garage Ventilation So, we know P = P1 + P2 + Pn & P1 / I1 = P2 / I2 = Pn / In = 11398 lb Solving simultaneously, P23.67 = 5597 lb - Examine the walls for ability to transfer loads in the 2.5 ft depth at window area: Panel Width Moment Force @ Wall Ends 23.67 ft 5597 * 1.25 = 6996 ft-lb 6996 / 23.67 = 296 lb - Check load transfer through studs & nailing in 5.5 ft panel below window opening: Number of 8d nails = (65” / 6” o/c + 1) (2 studs) = 24 nails. Allowable load on 8dx0.113” w/ 7/16” sheathing (NDS Table 11R) = 46 lb (1.6) = 74 lb. Total Allowable Load = (24 nails)(74 lb / nail) = 1776 lb > 296 lb OK - Examine the shear load in panel below the window opening: Allowable Load on plywood or OSB sheathing = 260 plf (5.5 ft) = 1430 lb > 296 lb. - Examine bending stress in sheathing below the window: From APA, for Grade S-2, dry use, Group 1 panels, fb = 1650 psi (1.33) = 2195 psi. From Table 7.1, Wood Technology in the Design of Structures, Iw = (0.191 in) (65 in)3 / 12 = 4576 in4. Fb (req’d) = Mc / I = (6996 ft-lb) (12 in/ft) (32.5 in) / (4576 in4) = 605 psi < 2195 psi. OK Job # 23278 3/12/2024 Page 16 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx • Now, since nailing at studs and panels resist the forces around the opening, we have one perforated lateral resisting element. Check overturning and load transfer of connections in the element. Check Overturning on 80.33 ft Wall section OM = 11398 lb (9 ft) = 102582 ft-lb RM = 0.6[10 psf (.67 ft) + 12 psf (9 ft)] (80.33 ft) (40.17 ft) = 222045 ft-lb Force at wall ends = (OM - RM) / 80.08 = > 0 lb ∴ No Hold-downs are needed. Check Connection of Upper Rim to Wall Top Plates Load = 11398 / 80.33 = 141 plf < 150 plf ∴ Toenails can be used (NDS 4.1.7) Use: 0.131x3” nails at 6” o.c. Check Number of ½” Anchor Bolts Load = 11398 / 80.33 = 141 plf Allowable Load on ½” Anchor Bolts (NDS Table 11E) = 590 lb (1.6) = 944 lb Spacing = (944 lb/bolt) (12 in/ft) / (141 plf) = 80” o/c Rear Bedroom/Kitchen & Rear Apartment Wall (SW-x7) Loads to Upper Floor Walls – (SW-37) Seismic Load: 0.50 * 15686 lb = 7843 lb Case A B Zone A B C D A C ps (Design) Min. per §28.6.4 Projected Area (ft2) 0 0 0 0 71 171 3067 lb 2420 lb Critical Length of Shearwalls = 4.75 + 4.83 + 9.42 = 19 ft vseismic = 413 plf vwind = 161 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1.0 7/16” STR I Ply w/ 8d @ 3”/12” & DF framing = 510 plf/715 plf (Seismic/Wind) OK Check Overturning on 4.75 ft Wall section OM = 7843 lb (9 ft) (4.75/19) = 17647 ft-lb RM = 0.6[15 psf (3 ft) + 12 psf (9 ft)] (4.75 ft) (2.38 ft) = 1036 ft-lb Force at wall ends = (OM - RM) / 4.5 = 3691 lb ∴ MST48-FTF Straps are needed. Check Connection of Parallel Truss to Wall Top Plates Load = 413 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (413 plf) = 17” o/c WALL LINE EDGE NAIL HOLD-DOWNS CONN. TO TOP PLATES SOLE TO RIM RIM TO SILL ANCH. BOLTS SW-26 4” MST48-FTF TO 2-2x6 NAILS @ 4” O.C. LTP4/A35 CLIPS @ 24” O/C SOLE: (3) 16dx0.135” N/A SW-16 6” NONE Rim: 16dx0.135” @ 6” o.c. N/A 1/2” x10” A.B. @ 48” O.C., 2x SILL Job # 23278 3/12/2024 Page 17 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Connection of Lower Sole Plate to Rim Joist Load = 413 plf (1.33 ft) = 549 lb (5) 16dx0.148”  Z’ = ZCDCMCtCtn = 102 lb (1.6)(1.0)(1.0) (0.84)(5) = 685 lb OK . Loads to 2nd Floor Walls – (SW-27) Seismic Load: 7843 lb + 0.5 * 12995 lb = 14341 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 72 172 3067 lb 6161 lb 4860 lb Critical Length of Shearwalls = 4.75 + 4.83 + 9.42 = 19 ft vseismic = 755 plf vwind = 324 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 0.9 7/16” STR I Ply w/ 10d @ 2”/12” & DF framing = 810 plf/1130 plf (Seismic/Wind) OK 23/32” STR Ply w/ 10d @ 3”/12” & DF BLOCKED framing = 820 plf/1147 plf (Seismic/Wind) OK Check Overturning on 4.75 ft Wall section OM = 14341 lb (9 ft) (4.75/19) = 32267 ft-lb RM = 0.6[10 psf (.67 ft) + 12 psf (9 ft)] (4.75 ft) (2.38 ft) = 776 ft-lb Force at wall ends = 3691 + (OM - RM) / 4.5 = 10689 lb ∴ 2-MST60-FTB Straps are needed. Check Connection of Upper Rim to Wall Top Plates Load = 755 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (755 plf) = 9” o/c Connection of Lower Sole Plate to Rim Joist Load = 755 plf (1.33 ft) = 1004 lb (8) 16dx0.148”  Z’ = ZCDCMCtCtn = 102 lb (1.6)(1.0)(1.0) (0.84)(8) = 1096 lb OK WALL LINE EDGE NAIL HOLD-DOWNS CONN. TO TOP PLATES SOLE TO RIM RIM TO SILL ANCH. BOLTS SW-37 3” MST48-FTF TO 2-2x6 NAILS @ 4” O.C. LTP4/A35 CLIPS @ 16” O/C SOLE: (5) 16dx0.135” N/A SW-27 2” 2-MST48-FTF TO 2-2x6 NAILS @ 2” O.C. LTP4/A35 CLIPS @ 9” O/C SOLE: (8) 16dx0.135” N/A Job # 23278 3/12/2024 Page 18 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Rear Apartment Wall (SW-x8) Loads to Upper Floor Walls – (SW-38) Seismic Load: 0.39 * 15686 lb = 6118 lb Case A B Zone A B C D A C ps (Design) Min. per §28.6.4 Projected Area (ft2) 0 0 0 0 41 136 3851 lb 2770 lb Critical Length of Shearwalls = 3.25 + 3.42 + 4.42 + 4.58 + 5.25 + 8.42 + 8.58 + 10.58 = 48.5 ft vseismic = 126 plf vwind = 79 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 0.9 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 234 plf/329 plf (Seismic/Wind) OK  Use conventional construction practices. Loads to 2nd Floor Walls – (SW-28) Seismic Load: 6118 lb + 0.39 * 12995 lb = 11186 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 98 95 3851 lb 6532 lb 4700 lb Critical Length of Shearwalls = 3.42 + 3.5 + 4 + 4.42 + 4.42 =19.76 ft vseismic = 566 plf vwind = 331 plf Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 0.92 7/16” STR I Ply w/ 8d @ 2”/12” & DF framing = 626 plf/874 plf (Seismic/Wind) OK Check Overturning on 3.42 ft Wall section OM = 11186 lb (9 ft) (3.42/19.76) = 17424 ft-lb RM = 0.6[10 psf (.67 ft) + 12 psf (9 ft)] (3.42 ft) (1.71 ft) = 402 ft-lb Force at wall ends = 1068 + (OM - RM) / 3.17 = 6438 lb ∴ MST60-FTB Straps are needed. Check Connection of Upper Rim to Wall Top Plates Load = 566 plf > 150 plf ∴ Toenails cannot be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (566 plf) = 12” o/c Connection of Lower Sole Plate to Rim Joist Load = 566 plf (1.33 ft) = 753 lb (6) 16dx0.148”  Z’ = ZCDCMCtCtn = 102 lb (1.6)(1.0)(1.0) (0.84)(6) = 822 lb OK Loads to 2nd Floor Walls – (SW-18) Seismic Load: 11186 lb + 0.39 * 7980 lb = 14298 lb Case A B Load from Above (lb) Zone A B C D A C ps (Design) Min. per §28.6.4 Proj. Area (ft2) 0 0 0 0 124 133 6516 lb 10049 lb 7260 lb Critical Length of Shearwalls = 5.67 + 7.42 + 8.83 + 17.33 + 29 = 68.25 ft vseismic = 209 plf vwind = 147 plf Job # 23278 3/12/2024 Page 19 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Narrow Wall Panel Reduction Factor (WSP = 1.25-0.125h/bs) = 1 7/16” STR I Ply w/ 8d @ 6”/12” & DF framing = 260 plf/365 plf (Seismic/Wind) OK 23/32” STR Ply w/ 10d @ 6”/12” & DF UNBLOCKED framing = 285 plf/400 plf (Seismic/Wind) OK Wall will be checked to see if loads can be transferred around the window opening at Garage Ventilation So, we know P = P1 + P2 + Pn & P1 / I1 = P2 / I2 = Pn / In = 14298 lb Solving simultaneously, P29 = 10008 lb - Examine the walls for ability to transfer loads in the 2.5 ft depth at window area: Panel Width Moment Force @ Wall Ends 29 ft 10008 * 1.25 = 12510 ft-lb 12510 / 29 = 431 lb - Check load transfer through studs & nailing in 5.5 ft panel below window opening: Number of 8d nails = (65” / 6” o/c + 1) (2 studs) = 24 nails. Allowable load on 8dx0.113” w/ 7/16” sheathing (NDS Table 11R) = 46 lb (1.6) = 74 lb. Total Allowable Load = (24 nails)(74 lb / nail) = 1776 lb > 296 lb OK - Examine the shear load in panel below the window opening: Allowable Load on plywood or OSB sheathing = 260 plf (5.5 ft) = 1430 lb > 431 lb. - Examine bending stress in sheathing below the window: From APA, for Grade S-2, dry use, Group 1 panels, fb = 1650 psi (1.33) = 2195 psi. From Table 7.1, Wood Technology in the Design of Structures, Iw = (0.191 in) (65 in)3 / 12 = 4576 in4. Fb (req’d) = Mc / I = (12510 ft-lb) (12 in/ft) (32.5 in) / (4576 in4) = 1083 psi < 2195 psi. OK • Now, since nailing at studs and panels resist the forces around the opening, we have one perforated lateral resisting element. Check overturning and load transfer of connections in the element. Check Overturning on 58.5 ft Wall section OM = 14298 lb (9 ft) (58.5/75.83= 128682 ft-lb RM = 0.6[15 psf (3.5ft) + 12 psf (9 ft)] (58.5 ft) (29.25 ft) = 164781 ft-lb Force at wall ends = 1068 + (OM - RM) / 58.25 = > 0 lb ∴ No Hold-downs are needed. Check Overturning on 17.33 ft Wall section OM = 14298 lb (9 ft) (17.33/75.83= 99273 ft-lb RM = 0.6[12 psf (9 ft)] (17.33 ft) (8.6 ft) = 9657 ft-lb Force at wall ends = (OM - RM) / 17 = 5271 lb ∴ HDU5 Hold-downs & SB5/8x24 are needed. Check Connection of Upper Rim to Wall Top Plates Load = 14298 / 75.83 = 188 plf < 150 plf ∴ Toenails can be used (NDS 4.1.7) Allowable Load on Simpson A35 or LTP4 = 595 lb Spacing = (595 lb/clip) (12 in/ft) / (188 plf) = 28” o/c Check Number of ½” Anchor Bolts Load = 14298 / 75.83 = 188 plf Allowable Load on ½” Anchor Bolts (NDS Table 11E) = 590 lb (1.6) = 944 lb Spacing = (944 lb/bolt) (12 in/ft) / (188 plf) = 60” o/c Job # 23278 3/12/2024 Page 20 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx Remaining Exterior Walls (SW-P) - Method 3 - Section R301, R602.10.4, & Table R602.10.1.3 The remaining exterior walls shall be paneled with a minimum of 7/16” CD Plywood or OSB with 6d common nails spaced at 6” o/c along all supported panel edges and 12” o/c along all intermediate framing. 6. Diaphragm Design Roof and floor diaphragms shall be designed to resist diaphragm forces, Fpx, as follows: pxn xi i n xi i px w w F F ∑ ∑ − == (Eq. 12.10-1), where Fpx = the diaphragm design force. wpx = the weight tributary to the diaphragm at level x. wi = the weight tributary to level i. Fi = the design force applied to level i. The force determined from the preceding equation shall be limited to the following: 0.2 SDS IE wpx ≤ Fpx ≤ 0.4 SDS IE wpx, or 0.145 wpx ≤ Fpx ≤ 0.291 wpx By inspection, it is ok to specify the following for the construction of the diaphragms: Roof Diaphragm:  Use 7⁄16” CDX plywood or OSB w/ 8d (2½”x0.113”) nails @ 6”, 12” o/c (edges, field) -- unblocked diaphragm. Floor Diaphragm: For Hatched Areas:  Use 3⁄4” T & G sheathing w/ 2½”x0.120” ring-shank nails @ 4”, 6” o/c (edges, field) -- fully blocked diaphragm. For Remaining Areas:  Use 3⁄4” T & G sheathing w/ 2½”x0.120” ring-shank nails @ 6”, 12” o/c (edges, field) -- unblocked diaphragm. WALL LINE EDGE NAIL HOLD-DOWNS CONN. TO TOP PLATES SOLE TO RIM RIM TO SILL ANCH. BOLTS SW-28 2” MST60-FTB TO 2-2x6 NAILS @ 4” O.C. LTP4/A35 CLIPS @ 12” O/C SOLE: (6) 16dx0.135” N/A SW-18 6” HDU5 W/ SB5/8x24 A.B. NAILS @ 6” O.C. LTP4/A35 CLIPS @ 24” O/C N/A 1/2” x10” A.B. @ 48” O.C., 2x SILL • Use min 7/16” CD plywood or OSB w/ 8d (2½”x0.113”) nails @ 6” o/c along all supported panel edges and 12” o/c along all intermediate framing. • All panel edges must be supported. • Alternate wall bracing may be used in accordance with 2015 IRC Section R602.10.4. Job # 23278 3/12/2024 Page 21 of 21 Calculated by: TSN Structural Review/Analysis for Checked by: RAL New Multi-Family Apartment C:\Structural-Home\2023\23278-Sonia-Apt\Struc\23278-Sonia-Apt-Str_Calcs.docx 7. Miscellaneous Calculations Connection of Truss Rim to Wall Studs Dead Load = 11 ft * 2 ft * 15 lb * 1.33 = 439 lb Snow Load = 11 ft * 2 ft * 25 lb * 1.33 = 731 lb Total = 1170 lb per stud Use: DHU FIRE WALL HANGERS PER TABLE. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:45 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 AA-Beam Point Above Support.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Point 2.50 7811 lbs Load2 Live Point 2.50 7338 lbs Load3 Snow Point 2.50 7425 lbs Self-weight Dead Full UDL 40.3 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 23.045' 22.568'0' Unfactored: Dead 7514 1208 Live 6631 707 Snow 6710 715 Factored: Total 17519 2275 Bearing: Length 5.50 2.00 Min req'd 3.20** 0.35 **Minimum bearing length governed by the required width of the supporting member. AA-Beam Point Above Support LVL n-ply, 2.0E, 2500Fb, 1-3/4"x16", 5-ply (8-3/4"x16") Supports: 1 - Lumber Stud Wall, D.Fir-L Stud; 2 - Hanger; Total length: 23.06'; Clear span: 22.438'; Volume = 22.4 cu.ft. Lateral support: top = at supports, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 187 Fv' = 328 psi fv/Fv' = 0.57 Bending(+) fb = 1222 Fb' = 2876 psi fb/Fb' = 0.42 Dead Defl'n 0.20 = < L/999 Live Defl'n 0.23 = < L/999 0.75 = L/360 in 0.30 Total Defl'n 0.52 = L/519 1.13 = L/240 in 0.46 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.15 - 1.00 - - - - 1.00 - 3 Fb'+ 2500 1.15 - 1.00 0.984 0.962 - 1.04 1.00 - 3 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 3 Eminy' 1.06 million - 1.00 - - - - 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D + 0.75(L + S) Bending(+): LC #3 = D + 0.75(L + S) Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 17519, V design = 17460 (NDS 3.4.3.1(a)) lbs; M(+) = 38002 lbs-ft EI = 1254.38e06 lb-in^2/ply GA = 18.37e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 22.56' Le = 41.50' RB = 10.2; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. 5. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 6. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 7. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:08 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 A-Beam Upper Roof Support.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Partial UDL 0.00 3.50 169.0 169.0 plf Load2 Snow Partial UDL 0.00 3.50 281.0 281.0 plf Load3 Snow Partial UDL 3.50 8.70 125.0 125.0 plf Load4 Dead Partial UDL 3.50 8.70 75.0 75.0 plf Self-weight Dead Full UDL 9.8 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 8.997' 8.113'0' Unfactored: Dead 652 409 Snow 1018 616 Factored: Total 1669 1025 Bearing: Length 5.50 5.50 Min req'd 0.49 0.30 A-Beam Upper Roof Support Timber-soft, D.Fir-L, No.2, 6x8 (5-1/2"x7-1/2") Supports: All - Timber-soft Column, D.Fir-L No.2 Total length: 9.0'; Clear span: 8.063'; Volume = 2.6 cu.ft.; Post or timber Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 43 Fv' = 195 psi fv/Fv' = 0.22 Bending(+) fb = 550 Fb' = 862 psi fb/Fb' = 0.64 Dead Defl'n 0.04 = < L/999 Live Defl'n 0.07 = < L/999 0.27 = L/360 in 0.25 Total Defl'n 0.13 = L/729 0.41 = L/240 in 0.33 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 750 1.15 1.00 1.00 1.000 1.000 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + S Bending(+): LC #2 = D + S Deflection: LC #2 = D + S (live) LC #2 = D + S (total) D=dead S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 1472, V design = 1182 (NDS 3.4.3.1(a)) lbs; M(+) = 2361 lbs-ft EI = 251.36e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 18:15 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 AB-Window HDR.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 100.0 plf Load2 Live Full UDL 150.0 plf Load3 Snow Full UDL 63.0 plf Self-weight Dead Full UDL 7.7 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 7.5' 7.038'0' Unfactored: Dead 402 402 Live 562 562 Snow 236 236 Factored: Total 1001 1001 Bearing: Length 3.00 3.00 Min req'd 0.46 0.46 AB-Window HDR Lumber-soft, D.Fir-L, No.2, 4x10 (3-1/2"x9-1/4") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 7.5'; Clear span: 7.0'; Volume = 1.7 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 33 Fv' = 180 psi fv/Fv' = 0.18 Bending(+) fb = 384 Fb' = 1067 psi fb/Fb' = 0.36 Dead Defl'n 0.02 = < L/999 Live Defl'n 0.02 = < L/999 0.23 = L/360 in 0.10 Total Defl'n 0.05 = < L/999 0.35 = L/240 in 0.14 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 0.988 1.200 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 907, V design = 703 (NDS 3.4.3.1(a)) lbs; M(+) = 1596 lbs-ft EI = 369.34e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 7.06' Le = 13.81' RB = 11.2 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 18:17 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 AC-Beam Upper Floor Support.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 343.0 plf Load2 Live Full UDL 470.0 plf Load3 Snow Full UDL 129.0 plf Self-weight Dead Full UDL 24.2 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 16.083' 15.659'0' Unfactored: Dead 2948 2948 Live 3780 3780 Snow 1037 1037 Factored: Total 6727 6727 Bearing: Length 3.50 3.50 Min req'd 1.91** 1.91** **Minimum bearing length governed by the required width of the supporting member. AC-Beam Upper Floor Support LVL n-ply, 2.0E, 2500Fb, 1-3/4"x16", 3-ply (5-1/4"x16") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 16.06'; Clear span: 15.5'; Volume = 9.4 cu.ft. Lateral support: top = at supports, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 96 Fv' = 285 psi fv/Fv' = 0.34 Bending(+) fb = 1375 Fb' = 2501 psi fb/Fb' = 0.55 Dead Defl'n 0.15 = < L/999 Live Defl'n 0.19 = < L/999 0.52 = L/360 in 0.36 Total Defl'n 0.41 = L/460 0.78 = L/240 in 0.52 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 2 Fb'+ 2500 1.00 - 1.00 0.967 0.962 - 1.04 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 2 Eminy' 1.06 million - 1.00 - - - - 1.00 - 2CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #2 = D + L (live) LC #2 = D + L (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 6555, V design = 5372 (NDS 3.4.3.1(a)) lbs; M(+) = 25663 lbs-ft EI = 1254.38e06 lb-in^2/ply GA = 11.02e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 15.69' Le = 29.50' RB = 14.3; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. 5. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 6. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 7. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 18:19 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 AD-Front Entry Roof.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 30.0 plf Load2 Snow Full UDL 50.0 plf Self-weight Dead Full UDL 15.0 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 18.417' 17.521'0' Unfactored: Dead 408 408 Snow 460 460 Factored: Total 868 868 Bearing: Length 5.50 5.50 Min req'd 0.25 0.25 AD-Front Entry Roof Timber-soft, D.Fir-L, No.2, 6x12 (5-1/2"x11-1/2") Supports: All - Timber-soft Column, D.Fir-L No.2 Total length: 18.44'; Clear span: 17.5'; Volume = 8.1 cu.ft.; Beam or stringer Lateral support: top = at supports, bottom = at supports; Oblique angle: 16.0 deg; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear x-x fv = 18 Fv' = 195 psi fv/Fv' = 0.09 y-y fv = 5 Fv' = 195 psi fv/Fv' = 0.03 Bending(+) x-x fb = 347 Fb' = 989 psi fb/Fb' = 0.35 y-y fb = 208 Fb' = 1006 psi fb/Fb' = 0.21 Biaxial 3.9-3: fb1/Fb1'+fb2/Fb2'/(1-(fb1/FbE)^2) = 0.56 Dead Defl'n 0.16 = < L/999 Live Defl'n 0.18 = < L/999 0.58 = L/360 in 0.31 Total Defl'n 0.42 = L/495 0.88 = L/240 in 0.48 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 2 Fvy' 170 1.15 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 0.983 1.000 - 1.00 1.00 1.00 2 Fby' 875 1.15 1.00 1.00 1.000 1.000 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 2 Ey' 1.3 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + S Bending(+): LC #2 = D + S Deflection: LC #2 = D + S (live) LC #2 = D + S (total) D=dead S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4CALCULATIONS: V max = 832, Vx design = 757, Vy design = 217 lbs; M(+) = 3646 lbs-ft EI = 906.17e06 lb-in^2 EIy = 207.27e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. Oblique angle: Shear is checked in planes perpendicular to the axes only, but maximum shear occurs at an angle. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 18:19 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 AF-BP Support.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Point 10.58 5234 lbs Load2 Live Point 10.58 6626 lbs Load3 Snow Point 10.58 2421 lbs Self-weight Dead Full UDL 24.2 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 12.747' 11.976'0' Unfactored: Dead 945 4579 Live 1013 5613 Snow 370 2051 Factored: Total 1982 10328 Bearing: Length 5.50 5.50 Min req'd 0.56** 2.94****Minimum bearing length governed by the required width of the supporting member. AF-BP Support LVL n-ply, 2.0E, 2500Fb, 1-3/4"x16", 3-ply (5-1/4"x16") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 12.75'; Clear span: 11.813'; Volume = 7.4 cu.ft. Lateral support: top = at supports, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 181 Fv' = 285 psi fv/Fv' = 0.64 Bending(+) fb = 997 Fb' = 2501 psi fb/Fb' = 0.40 Dead Defl'n 0.05 = < L/999 Live Defl'n 0.06 = < L/999 0.40 = L/360 in 0.15 Total Defl'n 0.14 = < L/999 0.60 = L/240 in 0.23 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 2 Fb'+ 2500 1.00 - 1.00 0.976 0.962 - 1.04 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 3 Eminy' 1.06 million - 1.00 - - - - 1.00 - 3CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4CALCULATIONS: V max = 10160, V design = 10160 (NDS 3.4.3.1(a)) lbs; M(+) = 18613 lbs-ft EI = 1254.38e06 lb-in^2/ply GA = 11.02e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 12.00' Le = 23.50' RB = 12.8; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. 5. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 6. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 7. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AG" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 6:28PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Uniform Load : D = 0.9970, L = 1.840, S = 0.5750 k/ft, Tributary Width = 1.0 ft Point Load : D = 1.208, L = 0.7070, S = 0.7150 k @ 17.920 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.608: 1 Load Combination +1.20D+1.60L+0.50S Span # where maximum occurs Span # 1 56.391 k Mn * Phi : Allowable 562.500 k-ft Vn * Phi : Allowable W16x77Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L+0.50S 225.225 k Section used for this span W16x77 Mu : Applied Maximum Shear Stress Ratio =0.250 : 1 24.500 ft 341.966 k-ft Vu : Applied 0 <360 397Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.474 in 620Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.741 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 24.50 ft 1 0.196 0.081 110.37 110.37 625.00 562.50 1.00 1.00 18.34 225.23 225.23 +1.20D+1.60L Dsgn. L = 24.50 ft 1 0.567 0.234 319.21 319.21 625.00 562.50 1.00 1.00 52.61 225.23 225.23 +1.20D+1.60L+0.50S Dsgn. L = 24.50 ft 1 0.608 0.250 341.97 341.97 625.00 562.50 1.00 1.00 56.39 225.23 225.23 +1.20D+L Dsgn. L = 24.50 ft 1 0.418 0.172 234.97 234.97 625.00 562.50 1.00 1.00 38.77 225.23 225.23 +1.20D Dsgn. L = 24.50 ft 1 0.168 0.070 94.60 94.60 625.00 562.50 1.00 1.00 15.72 225.23 225.23 +1.20D+L+1.60S Dsgn. L = 24.50 ft 1 0.547 0.226 307.81 307.81 625.00 562.50 1.00 1.00 50.88 225.23 225.23 +1.20D+1.60S Dsgn. L = 24.50 ft 1 0.298 0.124 167.44 167.44 625.00 562.50 1.00 1.00 27.82 225.23 225.23 +1.20D+L+0.50S Dsgn. L = 24.50 ft 1 0.458 0.189 257.74 257.74 625.00 562.50 1.00 1.00 42.56 225.23 225.23 +0.90D Dsgn. L = 24.50 ft 1 0.126 0.052 70.95 70.95 625.00 562.50 1.00 1.00 11.79 225.23 225.23 +1.20D+L+0.20S Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AG" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 6:28PM Project Descr: Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length Dsgn. L = 24.50 ft 1 0.434 0.179 244.08 244.08 625.00 562.50 1.00 1.00 40.29 225.23 225.23 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.7408 12.320 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 35.268 36.154 Max Upward from Load Combinations 35.268 36.154 Max Upward from Load Cases 22.730 23.057 D Only 12.538 13.097 +D+L 35.268 36.154 +D+S 19.773 20.664 +D+0.750L 29.585 30.390 +D+0.750L+0.750S 35.012 36.065 +0.60D 7.523 7.858 L Only 22.730 23.057 S Only 7.236 7.567 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AH" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 6:30PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Uniform Load : D = 0.9970, L = 1.840, S = 0.5750 k/ft, Tributary Width = 1.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.591: 1 Load Combination +1.20D+1.60L+0.50S Span # where maximum occurs Span # 1 54.242 k Mn * Phi : Allowable 562.500 k-ft Vn * Phi : Allowable W16x77Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L+0.50S 225.225 k Section used for this span W16x77 Mu : Applied Maximum Shear Stress Ratio =0.241 : 1 0.000 ft 332.231 k-ft Vu : Applied 0 <360 410Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.465 in 631Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.718 in Ratio =>=180Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+Ln/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 24.50 ft 1 0.186 0.076 104.73 104.73 625.00 562.50 1.00 1.00 17.10 225.23 225.23 +1.20D+1.60L Dsgn. L = 24.50 ft 1 0.552 0.225 310.66 310.66 625.00 562.50 1.00 1.00 50.72 225.23 225.23 +1.20D+1.60L+0.50S Dsgn. L = 24.50 ft 1 0.591 0.241 332.23 332.23 625.00 562.50 1.00 1.00 54.24 225.23 225.23 +1.20D+L Dsgn. L = 24.50 ft 1 0.405 0.165 227.82 227.82 625.00 562.50 1.00 1.00 37.20 225.23 225.23 +1.20D Dsgn. L = 24.50 ft 1 0.160 0.065 89.77 89.77 625.00 562.50 1.00 1.00 14.66 225.23 225.23 +1.20D+L+1.60S Dsgn. L = 24.50 ft 1 0.528 0.215 296.85 296.85 625.00 562.50 1.00 1.00 48.47 225.23 225.23 +1.20D+1.60S Dsgn. L = 24.50 ft 1 0.282 0.115 158.80 158.80 625.00 562.50 1.00 1.00 25.93 225.23 225.23 +1.20D+L+0.50S Dsgn. L = 24.50 ft 1 0.443 0.181 249.40 249.40 625.00 562.50 1.00 1.00 40.72 225.23 225.23 +0.90D Dsgn. L = 24.50 ft 1 0.120 0.049 67.33 67.33 625.00 562.50 1.00 1.00 10.99 225.23 225.23 +1.20D+L+0.20S Dsgn. L = 24.50 ft 1 0.420 0.171 236.45 236.45 625.00 562.50 1.00 1.00 38.60 225.23 225.23 . Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AH" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 6:30PM Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.7177 12.320 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 34.753 34.753 Max Upward from Load Combinations 34.753 34.753 Max Upward from Load Cases 22.540 22.540 D Only 12.213 12.213 +D+L 34.753 34.753 +D+S 19.257 19.257 +D+0.750L 29.118 29.118 +D+0.750L+0.750S 34.401 34.401 +0.60D 7.328 7.328 L Only 22.540 22.540 S Only 7.044 7.044 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AJ" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 7:57PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Uniform Load : D = 0.9970, L = 1.840, S = 0.5750 k/ft, Tributary Width = 1.0 ft Point Load : D = 7.514, L = 6.631, S = 6.710 k @ 6.580 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.733: 1 Load Combination +1.20D+1.60L+0.50S Span # where maximum occurs Span # 1 71.051 k Mn * Phi : Allowable 562.500 k-ft Vn * Phi : Allowable W16x77Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L+0.50S 225.225 k Section used for this span W16x77 Mu : Applied Maximum Shear Stress Ratio =0.315 : 1 0.000 ft 412.141 k-ft Vu : Applied 0 <360 319Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.545 in 538Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.922 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+0.750L+0.750S n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 24.50 ft 1 0.253 0.110 142.20 142.20 625.00 562.50 1.00 1.00 24.79 225.23 225.23 +1.20D+1.60L Dsgn. L = 24.50 ft 1 0.673 0.289 378.59 378.59 625.00 562.50 1.00 1.00 65.08 225.23 225.23 +1.20D+1.60L+0.50S Dsgn. L = 24.50 ft 1 0.733 0.315 412.14 412.14 625.00 562.50 1.00 1.00 71.05 225.23 225.23 +1.20D+L Dsgn. L = 24.50 ft 1 0.502 0.216 282.21 282.21 625.00 562.50 1.00 1.00 48.64 225.23 225.23 +1.20D Dsgn. L = 24.50 ft 1 0.217 0.094 121.88 121.88 625.00 562.50 1.00 1.00 21.25 225.23 225.23 +1.20D+L+1.60S Dsgn. L = 24.50 ft 1 0.693 0.301 390.00 390.00 625.00 562.50 1.00 1.00 67.76 225.23 225.23 +1.20D+1.60S Dsgn. L = 24.50 ft 1 0.410 0.179 230.43 230.43 625.00 562.50 1.00 1.00 40.37 225.23 225.23 +1.20D+L+0.50S Dsgn. L = 24.50 ft 1 0.561 0.242 315.83 315.83 625.00 562.50 1.00 1.00 54.62 225.23 225.23 +0.90D Dsgn. L = 24.50 ft 1 0.163 0.071 91.41 91.41 625.00 562.50 1.00 1.00 15.94 225.23 225.23 +1.20D+L+0.20S Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AJ" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 7:57PM Project Descr: Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length Dsgn. L = 24.50 ft 1 0.526 0.227 295.65 295.65 625.00 562.50 1.00 1.00 51.03 225.23 225.23 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750L+0.750S 1 0.9221 11.970 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 47.216 39.106 Max Upward from Load Combinations 47.216 39.106 Max Upward from Load Cases 27.390 24.321 D Only 17.709 14.231 +D+L 45.099 38.552 +D+S 29.661 23.077 +D+0.750L 38.252 32.472 +D+0.750L+0.750S 47.216 39.106 +0.60D 10.626 8.539 L Only 27.390 24.321 S Only 11.952 8.846 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AK" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:04PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Uniform Load : D = 0.4440, L = 0.3270, S = 0.20 k/ft, Tributary Width = 1.0 ft Point Load : E = 10.690 k @ 18.670 ft Point Load : E = 10.690 k @ 0.30 ft Point Load : E = -10.690 k @ 5.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.389: 1 Load Combination +1.20D+L+1.60S Span # where maximum occurs Span # 1 16.760 k Mn * Phi : Allowable 192.000 k-ft Vn * Phi : Allowable W12x35Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+L+0.20S+E 112.50 k Section used for this span W12x35 Mu : Applied Maximum Shear Stress Ratio =0.149 : 1 22.500 ft 74.659 k-ft Vu : Applied 2,872 >=360 459Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.229 in 1,178Ratio =>=360 Max Upward Transient Deflection -0.094 in Ratio = Max Downward Total Deflection 0.588 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only Span: 1 : E Only Span: 1 : +D+0.750L+0.750S n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 22.50 ft 1 0.205 0.062 39.34 39.34 213.33 192.00 1.00 1.00 6.99 112.50 112.50 +1.20D+1.60L Dsgn. L = 22.50 ft 1 0.348 0.106 66.83 66.83 213.33 192.00 1.00 1.00 11.88 112.50 112.50 +1.20D+1.60L+0.50S Dsgn. L = 22.50 ft 1 0.381 0.116 73.15 73.15 213.33 192.00 1.00 1.00 13.01 112.50 112.50 +1.20D+L Dsgn. L = 22.50 ft 1 0.283 0.086 54.41 54.41 213.33 192.00 1.00 1.00 9.67 112.50 112.50 +1.20D Dsgn. L = 22.50 ft 1 0.176 0.053 33.72 33.72 213.33 192.00 1.00 1.00 5.99 112.50 112.50 +1.20D+L+1.60S Dsgn. L = 22.50 ft 1 0.389 0.118 74.66 74.66 213.33 192.00 1.00 1.00 13.27 112.50 112.50 +1.20D+1.60S Dsgn. L = 22.50 ft 1 0.281 0.085 53.97 53.97 213.33 192.00 1.00 1.00 9.59 112.50 112.50 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AK" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:04PM Project Descr: Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.20D+L+0.50S Dsgn. L = 22.50 ft 1 0.316 0.096 60.74 60.74 213.33 192.00 1.00 1.00 10.80 112.50 112.50 +0.90D Dsgn. L = 22.50 ft 1 0.132 0.040 25.29 25.29 213.33 192.00 1.00 1.00 4.50 112.50 112.50 +1.20D+L+0.20S+E Dsgn. L = 22.50 ft 1 0.320 0.149 61.42 61.42 213.33 192.00 1.00 1.00 16.76 112.50 112.50 +1.20D+L+0.20S-E Dsgn. L = 22.50 ft 1 0.368 0.146 70.72 70.72 213.33 192.00 1.00 1.00 16.47 112.50 112.50 +0.90D+E Dsgn. L = 22.50 ft 1 0.207 0.099 39.68 -12.40 39.68 213.33 192.00 1.00 1.00 11.13 112.50 112.50 +0.90D-E Dsgn. L = 22.50 ft 1 0.247 0.098 47.44 -11.00 47.44 213.33 192.00 1.00 1.00 11.00 112.50 112.50 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750L+0.750S 1 0.5882 11.314 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 11.569 12.926 Max Upward from Load Combinations 11.569 12.926 Max Upward from Load Cases 4.995 6.637 D Only 4.995 4.995 +D+L 8.674 8.674 +D+S 7.245 7.245 +D+0.750L 7.754 7.754 +D+0.750L+0.750S 9.442 9.442 +0.60D 2.997 2.997 +D+0.70E 7.832 9.641 +D+0.750L+0.750S+0.5250E 11.569 12.926 +0.60D+0.70E 5.834 7.643 L Only 3.679 3.679 S Only 2.250 2.250 E Only 4.053 6.637 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AL" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:06PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Uniform Load : D = 0.5220, L = 1.320 k/ft, Tributary Width = 1.0 ft Point Load : D = 5.0, L = 3.680, S = 2.250 k @ 7.920 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.797: 1 Load Combination +D+L Span # where maximum occurs Span # 1 20.869 k Mn / Omega : Allowable 134.731 k-ft Vn/Omega : Allowable W16x31Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+L 87.450 k Section used for this span W16x31 Ma : Applied Maximum Shear Stress Ratio =0.239 : 1 0.000 ft 107.440 k-ft Va : Applied 0 <360 410Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.322 in 652Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.512 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 17.50 ft 1 0.307 0.084 41.43 41.43 225.00 134.73 1.00 1.00 7.30 131.18 87.45 +D+L Dsgn. L = 17.50 ft 1 0.797 0.239 107.44 107.44 225.00 134.73 1.00 1.00 20.87 131.18 87.45 +D+S Dsgn. L = 17.50 ft 1 0.380 0.098 51.15 51.15 225.00 134.73 1.00 1.00 8.54 131.18 87.45 +D+0.750L Dsgn. L = 17.50 ft 1 0.675 0.200 90.94 90.94 225.00 134.73 1.00 1.00 17.48 131.18 87.45 +D+0.750L+0.750S Dsgn. L = 17.50 ft 1 0.729 0.210 98.23 98.23 225.00 134.73 1.00 1.00 18.40 131.18 87.45 +0.60D Dsgn. L = 17.50 ft 1 0.184 0.050 24.86 24.86 225.00 134.73 1.00 1.00 4.38 131.18 87.45 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.5118 8.700 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 20.869 20.046 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AL" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:06PM Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from Load Combinations 20.869 20.046 Max Upward from Load Cases 13.565 13.215 D Only 7.305 6.830 +D+L 20.869 20.046 +D+S 8.536 7.849 +D+0.750L 17.478 16.742 +D+0.750L+0.750S 18.402 17.506 +0.60D 4.383 4.098 L Only 13.565 13.215 S Only 1.232 1.018 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AL1" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:10PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.9620, L = 1.760, S = 0.850 k/ft, Extent = 0.0 -->> 8.0 ft, Tributary Width = 1.0 ft Point Load : D = 10.0, L = 7.360, S = 4.50 k @ 8.0 ft Uniform Load : D = 0.60, L = 0.880, S = 0.3130 k/ft, Extent = 8.0 -->> 17.50 ft, Tributary Width = 1.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.864: 1 Load Combination +1.20D+1.60L+0.50S Span # where maximum occurs Span # 1 47.145 k Mn * Phi : Allowable 273.750 k-ft Vn * Phi : Allowable W16x40Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L+0.50S 146.40 k Section used for this span W16x40 Mu : Applied Maximum Shear Stress Ratio =0.322 : 1 0.000 ft 236.508 k-ft Vu : Applied 0 <360 389Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.272 in 771Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.539 in Ratio =>=180Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+0.750L+0.750Sn/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 17.50 ft 1 0.371 0.123 101.52 101.52 304.17 273.75 1.00 1.00 18.08 146.40 146.40 +1.20D+1.60L Dsgn. L = 17.50 ft 1 0.789 0.293 216.12 216.12 304.17 273.75 1.00 1.00 42.90 146.40 146.40 +1.20D+1.60L+0.50S Dsgn. L = 17.50 ft 1 0.864 0.322 236.51 236.51 304.17 273.75 1.00 1.00 47.15 146.40 146.40 +1.20D+L Dsgn. L = 17.50 ft 1 0.613 0.223 167.71 167.71 304.17 273.75 1.00 1.00 32.62 146.40 146.40 +1.20D Dsgn. L = 17.50 ft 1 0.318 0.106 87.02 87.02 304.17 273.75 1.00 1.00 15.50 146.40 146.40 +1.20D+L+1.60S Dsgn. L = 17.50 ft 1 0.851 0.316 232.94 232.94 304.17 273.75 1.00 1.00 46.21 146.40 146.40 +1.20D+1.60S Dsgn. L = 17.50 ft 1 0.556 0.199 152.24 152.24 304.17 273.75 1.00 1.00 29.09 146.40 146.40 +1.20D+L+0.50S Dsgn. L = 17.50 ft 1 0.687 0.252 188.09 188.09 304.17 273.75 1.00 1.00 36.87 146.40 146.40 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AL1" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:10PM Project Descr: Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +0.90D Dsgn. L = 17.50 ft 1 0.238 0.079 65.27 65.27 304.17 273.75 1.00 1.00 11.62 146.40 146.40 +1.20D+L+0.20S Dsgn. L = 17.50 ft 1 0.642 0.234 175.86 175.86 304.17 273.75 1.00 1.00 34.32 146.40 146.40 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750L+0.750S 1 0.5395 8.550 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 32.129 24.322 Max Upward from Load Combinations 32.129 24.322 Max Upward from Load Cases 17.126 12.674 D Only 12.913 10.483 +D+L 30.039 23.157 +D+S 21.408 16.261 +D+0.750L 25.757 19.989 +D+0.750L+0.750S 32.129 24.322 +0.60D 7.748 6.290 L Only 17.126 12.674 S Only 8.496 5.778 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AM" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:12PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Uniform Load : D = 0.5570, L = 0.60, S = 0.3880 k/ft, Tributary Width = 1.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.411: 1 Load Combination +1.20D+L+1.60S Span # where maximum occurs Span # 1 23.143 k Mn * Phi : Allowable 345.000 k-ft Vn * Phi : Allowable W16x50Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+L+1.60S 185.820 k Section used for this span W16x50 Mu : Applied Maximum Shear Stress Ratio =0.125 : 1 0.000 ft 141.749 k-ft Vu : Applied 0 <360 532Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.256 in 1,149Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.553 in Ratio =>=180Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+0.750L+0.750Sn/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 24.50 ft 1 0.170 0.051 58.51 58.51 383.33 345.00 1.00 1.00 9.55 185.82 185.82 +1.20D+1.60L Dsgn. L = 24.50 ft 1 0.354 0.107 122.18 122.18 383.33 345.00 1.00 1.00 19.95 185.82 185.82 +1.20D+1.60L+0.50S Dsgn. L = 24.50 ft 1 0.396 0.120 136.74 136.74 383.33 345.00 1.00 1.00 22.32 185.82 185.82 +1.20D+L Dsgn. L = 24.50 ft 1 0.276 0.084 95.17 95.17 383.33 345.00 1.00 1.00 15.54 185.82 185.82 +1.20D Dsgn. L = 24.50 ft 1 0.145 0.044 50.15 50.15 383.33 345.00 1.00 1.00 8.19 185.82 185.82 +1.20D+L+1.60S Dsgn. L = 24.50 ft 1 0.411 0.125 141.75 141.75 383.33 345.00 1.00 1.00 23.14 185.82 185.82 +1.20D+1.60S Dsgn. L = 24.50 ft 1 0.280 0.085 96.73 96.73 383.33 345.00 1.00 1.00 15.79 185.82 185.82 +1.20D+L+0.50S Dsgn. L = 24.50 ft 1 0.318 0.096 109.73 109.73 383.33 345.00 1.00 1.00 17.91 185.82 185.82 +0.90D Dsgn. L = 24.50 ft 1 0.109 0.033 37.61 37.61 383.33 345.00 1.00 1.00 6.14 185.82 185.82 +1.20D+L+0.20S Dsgn. L = 24.50 ft 1 0.293 0.089 100.99 100.99 383.33 345.00 1.00 1.00 16.49 185.82 185.82 . Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AM" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:12PM Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750L+0.750S 1 0.5531 12.320 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 15.901 15.901 Max Upward from Load Combinations 15.901 15.901 Max Upward from Load Cases 7.350 7.350 D Only 6.823 6.823 +D+L 14.173 14.173 +D+S 11.576 11.576 +D+0.750L 12.336 12.336 +D+0.750L+0.750S 15.901 15.901 +0.60D 4.094 4.094 L Only 7.350 7.350 S Only 4.753 4.753 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AN1" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:14PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : D = 7.30, L = 13.60, S = 1.20 k @ 3.330 ft Point Load : D = 17.710, L = 27.390, S = 11.950 k @ 3.330 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.716: 1 Load Combination +1.20D+1.60L+0.50S Span # where maximum occurs Span # 1 84.795 k Mn * Phi : Allowable 393.750 k-ft Vn * Phi : Allowable W16x57Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L+0.50S 211.560 k Section used for this span W16x57 Mu : Applied Maximum Shear Stress Ratio =0.401 : 1 0.000 ft 281.904 k-ft Vu : Applied 0 <360 574Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.254 in 924Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.409 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 19.58 ft 1 0.245 0.137 96.61 96.61 437.50 393.75 1.00 1.00 29.06 211.56 211.56 +1.20D+1.60L Dsgn. L = 19.58 ft 1 0.670 0.375 263.76 263.76 437.50 393.75 1.00 1.00 79.34 211.56 211.56 +1.20D+1.60L+0.50S Dsgn. L = 19.58 ft 1 0.716 0.401 281.90 281.90 437.50 393.75 1.00 1.00 84.79 211.56 211.56 +1.20D+L Dsgn. L = 19.58 ft 1 0.498 0.279 195.90 195.90 437.50 393.75 1.00 1.00 58.93 211.56 211.56 +1.20D Dsgn. L = 19.58 ft 1 0.210 0.118 82.81 82.81 437.50 393.75 1.00 1.00 24.91 211.56 211.56 +1.20D+L+1.60S Dsgn. L = 19.58 ft 1 0.645 0.361 253.96 253.96 437.50 393.75 1.00 1.00 76.39 211.56 211.56 +1.20D+1.60S Dsgn. L = 19.58 ft 1 0.358 0.200 140.86 140.86 437.50 393.75 1.00 1.00 42.37 211.56 211.56 +1.20D+L+0.50S Dsgn. L = 19.58 ft 1 0.544 0.304 214.05 214.05 437.50 393.75 1.00 1.00 64.38 211.56 211.56 +0.90D Dsgn. L = 19.58 ft 1 0.158 0.088 62.11 62.11 437.50 393.75 1.00 1.00 18.68 211.56 211.56 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AN1" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:14PM Project Descr: Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.20D+L+0.20S Dsgn. L = 19.58 ft 1 0.516 0.289 203.16 203.16 437.50 393.75 1.00 1.00 61.11 211.56 211.56 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.4090 8.447 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 54.775 11.225 Max Upward from Load Combinations 54.775 11.225 Max Upward from Load Cases 34.019 6.971 D Only 20.757 4.253 +D+L 54.775 11.225 +D+S 31.670 6.490 +D+0.750L 46.271 9.482 +D+0.750L+0.750S 54.456 11.159 +0.60D 12.454 2.552 L Only 34.019 6.971 S Only 10.914 2.236 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AN2" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:15PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : D = 5.0, L = 3.70, S = 2.250 k @ 7.0 ft Point Load : D = 13.10, L = 23.10, S = 7.60 k @ 7.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.724: 1 Load Combination +1.20D+1.60L+0.50S Span # where maximum occurs Span # 1 40.762 k Mn * Phi : Allowable 393.750 k-ft Vn * Phi : Allowable W16x57Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+1.60L+0.50S 211.560 k Section used for this span W16x57 Mu : Applied Maximum Shear Stress Ratio =0.193 : 1 0.000 ft 285.053 k-ft Vu : Applied 0 <360 581Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.205 in 988Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.349 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+0.750L+0.750S n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 16.92 ft 1 0.264 0.070 103.89 103.89 437.50 393.75 1.00 1.00 14.86 211.56 211.56 +1.20D+1.60L Dsgn. L = 16.92 ft 1 0.673 0.179 264.86 264.86 437.50 393.75 1.00 1.00 37.87 211.56 211.56 +1.20D+1.60L+0.50S Dsgn. L = 16.92 ft 1 0.724 0.193 285.05 285.05 437.50 393.75 1.00 1.00 40.76 211.56 211.56 +1.20D+L Dsgn. L = 16.92 ft 1 0.505 0.134 198.93 198.93 437.50 393.75 1.00 1.00 28.45 211.56 211.56 +1.20D Dsgn. L = 16.92 ft 1 0.226 0.060 89.05 89.05 437.50 393.75 1.00 1.00 12.73 211.56 211.56 +1.20D+L+1.60S Dsgn. L = 16.92 ft 1 0.669 0.178 263.55 263.55 437.50 393.75 1.00 1.00 37.69 211.56 211.56 +1.20D+1.60S Dsgn. L = 16.92 ft 1 0.390 0.104 153.67 153.67 437.50 393.75 1.00 1.00 21.97 211.56 211.56 +1.20D+L+0.50S Dsgn. L = 16.92 ft 1 0.557 0.148 219.12 219.12 437.50 393.75 1.00 1.00 31.33 211.56 211.56 +0.90D Dsgn. L = 16.92 ft 1 0.170 0.045 66.79 66.79 437.50 393.75 1.00 1.00 9.55 211.56 211.56 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AN2" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:15PM Project Descr: Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.20D+L+0.20S Dsgn. L = 16.92 ft 1 0.526 0.140 207.01 207.01 437.50 393.75 1.00 1.00 29.60 211.56 211.56 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750L+0.750S 1 0.3492 8.073 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 26.727 18.860 Max Upward from Load Combinations 26.727 18.860 Max Upward from Load Cases 15.713 11.087 D Only 10.612 7.488 +D+L 26.324 18.576 +D+S 16.387 11.563 +D+0.750L 22.396 15.804 +D+0.750L+0.750S 26.727 18.860 +0.60D 6.367 4.493 L Only 15.713 11.087 S Only 5.775 4.075 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AN3" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:16PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : D = 6.820, L = 7.40, S = 4.80 k @ 13.50 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.191: 1 Load Combination +1.20D+L+1.60S Span # where maximum occurs Span # 1 17.694 k Mn * Phi : Allowable 393.750 k-ft Vn * Phi : Allowable W16x57Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+L+1.60S 211.560 k Section used for this span W16x57 Mu : Applied Maximum Shear Stress Ratio =0.084 : 1 13.541 ft 75.143 k-ft Vu : Applied 0 <360 2150Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.046 in 4,639Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.099 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+0.750L+0.750S n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 17.75 ft 1 0.078 0.034 30.84 30.84 437.50 393.75 1.00 1.00 7.26 211.56 211.56 +1.20D+1.60L Dsgn. L = 17.75 ft 1 0.164 0.072 64.68 64.68 437.50 393.75 1.00 1.00 15.23 211.56 211.56 +1.20D+1.60L+0.50S Dsgn. L = 17.75 ft 1 0.184 0.081 72.43 72.43 437.50 393.75 1.00 1.00 17.05 211.56 211.56 +1.20D+L Dsgn. L = 17.75 ft 1 0.128 0.056 50.34 50.34 437.50 393.75 1.00 1.00 11.85 211.56 211.56 +1.20D Dsgn. L = 17.75 ft 1 0.067 0.029 26.43 26.43 437.50 393.75 1.00 1.00 6.22 211.56 211.56 +1.20D+L+1.60S Dsgn. L = 17.75 ft 1 0.191 0.084 75.14 75.14 437.50 393.75 1.00 1.00 17.69 211.56 211.56 +1.20D+1.60S Dsgn. L = 17.75 ft 1 0.130 0.057 51.24 51.24 437.50 393.75 1.00 1.00 12.07 211.56 211.56 +1.20D+L+0.50S Dsgn. L = 17.75 ft 1 0.148 0.065 58.09 58.09 437.50 393.75 1.00 1.00 13.68 211.56 211.56 +0.90D Dsgn. L = 17.75 ft 1 0.050 0.022 19.83 19.83 437.50 393.75 1.00 1.00 4.67 211.56 211.56 +1.20D+L+0.20S Dsgn. L = 17.75 ft 1 0.136 0.059 53.44 53.44 437.50 393.75 1.00 1.00 12.58 211.56 211.56 . Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AN3" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:16PM Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750L+0.750S 1 0.0991 9.991 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 3.824 12.146 Max Upward from Load Combinations 3.824 12.146 Max Upward from Load Cases 1.772 5.628 D Only 1.633 5.187 +D+L 3.405 10.815 +D+S 2.782 8.838 +D+0.750L 2.962 9.408 +D+0.750L+0.750S 3.824 12.146 +0.60D 0.980 3.112 L Only 1.772 5.628 S Only 1.149 3.651 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AO" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:17PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Uniform Load : D = 0.2950, L = 0.0530, S = 0.150 k/ft, Tributary Width = 1.0 ft Point Load : D = 12.530, L = 22.730, S = 7.230 k @ 6.580 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.516: 1 Load Combination +D+0.750L+0.750S Span # where maximum occurs Span # 1 30.895 k Mn / Omega : Allowable 374.251 k-ft Vn/Omega : Allowable W16x77Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+0.750L+0.750S 150.150 k Section used for this span W16x77 Ma : Applied Maximum Shear Stress Ratio =0.206 : 1 0.000 ft 193.289 k-ft Va : Applied 0 <360 556Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.283 in 1,026Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.523 in Ratio =>=180 Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+0.750L+0.750S n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 24.20 ft 1 0.206 0.085 77.03 77.03 625.00 374.25 1.00 1.00 12.69 225.23 150.15 +D+L Dsgn. L = 24.20 ft 1 0.504 0.199 188.78 188.78 625.00 374.25 1.00 1.00 29.88 225.23 150.15 +D+S Dsgn. L = 24.20 ft 1 0.321 0.132 120.30 120.30 625.00 374.25 1.00 1.00 19.77 225.23 150.15 +D+0.750L Dsgn. L = 24.20 ft 1 0.430 0.170 160.84 160.84 625.00 374.25 1.00 1.00 25.59 225.23 150.15 +D+0.750L+0.750S Dsgn. L = 24.20 ft 1 0.516 0.206 193.29 193.29 625.00 374.25 1.00 1.00 30.90 225.23 150.15 +0.60D Dsgn. L = 24.20 ft 1 0.123 0.051 46.22 46.22 625.00 374.25 1.00 1.00 7.62 225.23 150.15 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750L+0.750S 1 0.5225 11.063 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 30.895 14.928 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AO" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:17PM Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from Load Combinations 30.895 14.928 Max Upward from Load Cases 17.191 6.976 D Only 12.693 6.976 +D+L 29.884 13.798 +D+S 19.772 10.757 +D+0.750L 25.586 12.093 +D+0.750L+0.750S 30.895 14.928 +0.60D 7.616 4.186 L Only 17.191 6.822 S Only 7.079 3.781 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AP" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:18PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Load Resistance Factor Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.3170, L = 0.20, S = 0.1250 k/ft, Extent = 0.0 -->> 13.50 ft, Tributary Width = 1.0 ft Uniform Load : D = 0.120, L = 0.180, S = 0.0750 k/ft, Extent = 13.50 -->> 30.330 ft, Tributary Width = 1.0 ft Point Load : D = 3.40, L = 3.80, S = 2.50 k @ 6.080 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.230: 1 Load Combination +1.20D+L+1.60S Span # where maximum occurs Span # 1 19.762 k Mn * Phi : Allowable 487.500 k-ft Vn * Phi : Allowable W16x67Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.20D+L+1.60S 193.155 k Section used for this span W16x67 Mu : Applied Maximum Shear Stress Ratio =0.102 : 1 0.000 ft 112.039 k-ft Vu : Applied 0 <360 796Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.210 in 1,735Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.457 in Ratio =>=180Max Upward Total Deflection 0 in Span: 1 : L Only n/a Span: 1 : +D+0.750L+0.750Sn/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +1.40D Dsgn. L = 30.33 ft 1 0.106 0.048 51.64 51.64 541.67 487.50 1.00 1.00 9.25 193.16 193.16 +1.20D+1.60L Dsgn. L = 30.33 ft 1 0.205 0.091 100.15 100.15 541.67 487.50 1.00 1.00 17.49 193.16 193.16 +1.20D+1.60L+0.50S Dsgn. L = 30.33 ft 1 0.226 0.100 110.40 110.40 541.67 487.50 1.00 1.00 19.32 193.16 193.16 +1.20D+L Dsgn. L = 30.33 ft 1 0.162 0.072 79.18 79.18 541.67 487.50 1.00 1.00 13.90 193.16 193.16 +1.20D Dsgn. L = 30.33 ft 1 0.091 0.041 44.26 44.26 541.67 487.50 1.00 1.00 7.93 193.16 193.16 +1.20D+L+1.60S Dsgn. L = 30.33 ft 1 0.230 0.102 112.04 112.04 541.67 487.50 1.00 1.00 19.76 193.16 193.16 +1.20D+1.60S Dsgn. L = 30.33 ft 1 0.158 0.071 77.16 77.16 541.67 487.50 1.00 1.00 13.78 193.16 193.16 +1.20D+L+0.50S Dsgn. L = 30.33 ft 1 0.183 0.081 89.44 89.44 541.67 487.50 1.00 1.00 15.74 193.16 193.16 Steel Beam LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Beam "AP" Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:18PM Project Descr: Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length +0.90D Dsgn. L = 30.33 ft 1 0.068 0.031 33.19 33.19 541.67 487.50 1.00 1.00 5.95 193.16 193.16 +1.20D+L+0.20S Dsgn. L = 30.33 ft 1 0.171 0.076 83.29 83.29 541.67 487.50 1.00 1.00 14.64 193.16 193.16 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750L+0.750S 1 0.4574 14.212 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 13.835 7.098 Max Upward from Load Combinations 13.835 7.098 Max Upward from Load Cases 6.606 3.552 D Only 6.606 3.093 +D+L 12.584 6.645 +D+S 10.267 4.882 +D+0.750L 11.089 5.757 +D+0.750L+0.750S 13.835 7.098 +0.60D 3.964 1.856 L Only 5.978 3.552 S Only 3.661 1.789 Steel Base Plate LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Base plate Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:21PM Project Descr: Code References Calculations per AISC Design Guide # 1, IBC 2018, CBC 2019, ASCE 7-16, AISC 360-16 Load Combination Set : ASCE 7-16 General Information Material Properties Load Resistance Factor Design Concrete Support f'c 3 ksi Nominal Bearing Fp per J8 5.10 ksi : LRFD Resistance Factor)c 0.65 Steel Plate Fy =36 ksi Assumed Bearing Area :Full Bearing = AISC Design Method Column Properties Steel Section :HSS8x8x3/8 Depth 0.349 in in in^210.48Area Width along "X"84.0 in Length along "Z'84.0 in Support Dimensions Column assumed welded to base plate. Width 8 in Flange Thickness Ixx 100 in^4 100 in^4 Web Thickness in Plate Dimensions N : Length 14.0 in B : Width 14.0 in Thickness 0.6250 in 0 Iyy Column & Plate Applied Loads 26.60 45.10 15.0 " P " = Gravity load, "+" sign is downward. k k P-Y k k k k k "+" Moments create higher soil pressure at +Z edge. M-X k-ft k-ft k-ft k-ft k-ft k-ft k-ft V-Z D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake k H : Lateral Earth k k k k k k "+" Shears push plate towards +Z edge. Anchor Bolts 1 1/2" 2.0 1 Anchor Bolt or Rod Description Number of Bolts in each Row................... k Number of Bolt Rows........................ Max of Tension or Pullout Capacity........... Shear Capacity.........................................k 1.25 inEdge distance : bolt to plate................... Steel Base Plate LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Base plate Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:21PM Project Descr: GOVERNING DESIGN LOAD CASE SUMMARY Plate Design Summary Fp : Allowable :3.315 ksi Bearing Stress OK Bearing Stress Ratio 0.921 fu : Max. Plate Bearing Stress ....0.569 ksi Design Method Load Resistance Factor Design +1.20D+1.60L+0.50S Governing Load Case TypeAxial Load Only Design Plate Size 1'-2" x 1'-2" x 0 -5/8 Pu : Axial .........0.000 kMu : Moment ........0.000 k-ft Mu : Max. Moment .....................2.915 k-in Governing Load Combination fb : Max. Bending Stress ...............29.847 ksi Fb : Allowable : Fy * Phi 32.400 ksi Bending Stress OK Bending Stress Ratio 0.172 Governing STRESS RATIO0.9212 Axial Load Only, No MomentLoad Comb. : +1.40D Loading Bearing Stresses Pu : Axial .........37.240 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.307 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.057 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.190ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................0.973 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 9.961 Axial Load Only, No MomentLoad Comb. : +1.20D+1.60L Loading Bearing Stresses Pu : Axial .........104.080 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.859 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.160 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.531ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................2.719 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 27.841 Steel Base Plate LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Base plate Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:21PM Project Descr: Axial Load Only, No MomentLoad Comb. : +1.20D+1.60L+0.50S Loading Bearing Stresses Pu : Axial .........111.580 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.921 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.172 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.569ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................2.915 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 29.847 Axial Load Only, No MomentLoad Comb. : +1.20D+L Loading Bearing Stresses Pu : Axial .........77.020 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.636 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.119 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.393ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................2.012 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 20.602 Axial Load Only, No MomentLoad Comb. : +1.20D Loading Bearing Stresses Pu : Axial .........31.920 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.264 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.049 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.163ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................0.834 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 8.538 Steel Base Plate LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Base plate Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:21PM Project Descr: Axial Load Only, No MomentLoad Comb. : +1.20D+L+1.60S Loading Bearing Stresses Pu : Axial .........101.020 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.834 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.155 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.515ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................2.639 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 27.022 Axial Load Only, No MomentLoad Comb. : +1.20D+1.60S Loading Bearing Stresses Pu : Axial .........55.920 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.462 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.086 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.285ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................1.461 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 14.958 Axial Load Only, No MomentLoad Comb. : +1.20D+L+0.50S Loading Bearing Stresses Pu : Axial .........84.520 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.698 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.130 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.431ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................2.208 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 22.609 Steel Base Plate LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Base plate Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:21PM Project Descr: Axial Load Only, No MomentLoad Comb. : +0.90D Loading Bearing Stresses Pu : Axial .........23.940 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.198 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.037 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.122ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................0.625 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 6.404 Axial Load Only, No MomentLoad Comb. : +1.20D+L+0.20S Loading Bearing Stresses Pu : Axial .........80.020 k A1 : Plate Area .........196.000 in^2 A2: Support Area ..................7,056.000 in^2 sqrt( A2/A1 )2.000 Fp : Allowable ...............................3.315ksi fb : Actual ................................ Distance for Moment Calculation Stress Ratio .....................0.661 " m " .....................3.200 in Design Plate Width .........14.000 in Stress Ratio .......................0.123 X ..............................0.000 in^2 Lambda ......................0.000 n' ........................................0.000 in n' * Lambda ..................................0.000 in fu : Max. Bearing Pressure 0.408ksi ksi L = max(m, n, n'') .........................3.200 in Will be different from entry if partial bearing used.Plate Bending Stresses Design Plate Height .........14.000 in " n " .....................3.200 in Mmax = Fu * L^2 / 2 ...................2.090 k-in on 1" strip) Fb : Allowable ..............................32.400 ksi 21.405 COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:08 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 B-Window HDR.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 240.0 plf Load2 Snow Full UDL 400.0 plf Self-weight Dead Full UDL 6.0 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 6.5' 6.08'0' Unfactored: Dead 798 798 Snow 1300 1300 Factored: Total 2098 2098 Bearing: Length 3.00 3.00 Min req'd 0.96 0.96 B-Window HDR Lumber-soft, D.Fir-L, No.2, 4x8 (3-1/2"x7-1/4") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 6.5'; Clear span: 6.0'; Volume = 1.1 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 91 Fv' = 207 psi fv/Fv' = 0.44 Bending(+) fb = 1168 Fb' = 1333 psi fb/Fb' = 0.88 Dead Defl'n 0.04 = < L/999 Live Defl'n 0.07 = < L/999 0.20 = L/360 in 0.34 Total Defl'n 0.13 = L/548 0.30 = L/240 in 0.44 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 0.991 1.300 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + S Bending(+): LC #2 = D + S Deflection: LC #2 = D + S (live) LC #2 = D + S (total) D=dead S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 1964, V design = 1548 (NDS 3.4.3.1(a)) lbs; M(+) = 2985 lbs-ft EI = 177.83e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 6.06' Le = 11.75' RB = 9.1 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Steel Column LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column for Bm AN 1&2 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:20PM Project Descr: .Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 9.0Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS8x8x3/8 36.0 ft E : Elastic Bending Modulus Fully braced against buckling ABOUT X-X Axis Fully braced against buckling ABOUT Y-Y Axis Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 339.210 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 9.0 ft, Xecc = -8.0 in, D = 20.80, L = 34.0, S = 10.90 k Axial Load at 9.0 ft, Xecc = 8.0 in, D = 5.50, L = 11.10, S = 4.10 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.7643 Location of max.above base 8.940 ft 111.627 k 336.960 k 0.0 k-ft Load Combination +1.20D+1.60L+0.50S Load Combination +1.20D+1.60L+0.50S 79.380 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 4.326 k 0.05502 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : AppliedVn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 79.380 k-ft 38.672 k-ft Maximum Load Reactions . . Top along X-X 2.830 k Bottom along X-X 2.830 k Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Load Deflections . . . Along Y-Y 0.0 in at 0.0ft above base for load combination : Along X-X 0.07954 in at 5.255ft above base for load combination :+D+L 78.622 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry +1.40D PASS PASS8.94 0.020 0.00 ftft0.234 1.00 1.00 0.00 0.00 +1.20D+1.60L PASS PASS8.94 0.052 0.00 ftft0.717 1.00 1.00 0.00 0.00 +1.20D+1.60L+0.50S PASS PASS8.94 0.055 0.00 ftft0.764 1.00 1.00 0.00 0.00 +1.20D+L PASS PASS8.94 0.039 0.00 ftft0.535 1.00 1.00 0.00 0.00 +1.20D PASS PASS8.94 0.017 0.00 ftft0.201 1.00 1.00 0.00 0.00 +1.20D+L+1.60S PASS PASS8.94 0.049 0.00 ftft0.687 1.00 1.00 0.00 0.00 +1.20D+1.60S PASS PASS8.94 0.028 0.00 ftft0.327 1.00 1.00 0.00 0.00 +1.20D+L+0.50S PASS PASS8.94 0.042 0.00 ftft0.582 1.00 1.00 0.00 0.00 +0.90D PASS PASS8.94 0.013 0.00 ftft0.150 1.00 1.00 0.00 0.00 +1.20D+L+0.20S PASS PASS8.94 0.040 0.00 ftft0.554 1.00 1.00 0.00 0.00 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 26.639 -1.133 -1.133 +D+L 71.739 -2.830 -2.830 +D+S 41.639 -1.637 -1.637 +D+0.750L 60.464 -2.406 -2.406 +D+0.750L+0.750S 71.714 -2.783 -2.783 Steel Column LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column for Bm AN 1&2 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:20PM Project Descr: k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments +0.60D 15.984 -0.680 -0.680 L Only 45.100 -1.696 -1.696 S Only 15.000 -0.504 -0.504 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 71.739 -2.830 -2.830 Minimum"15.000 -0.504 -0.504 MaximumReaction, X-X Axis Base 15.000 -0.504 -0.504 Minimum"71.739 -2.830 -2.830 MaximumReaction, Y-Y Axis Base 26.639 -1.133 -1.133 Minimum"26.639 -1.133 -1.133 MaximumReaction, X-X Axis Top 15.000 -0.504 -0.504 Minimum"71.739 -2.830 -2.830 MaximumReaction, Y-Y Axis Top 26.639 -1.133 -1.133 Minimum"15.000 -0.504 -0.504 MaximumMoment, X-X Axis Base 26.639 -1.133 Minimum"26.639 -1.133 MaximumMoment, Y-Y Axis Base 26.639 -1.133 -1.133 Minimum"26.639 -1.133 -1.133 MaximumMoment, X-X Axis Top 26.639 -1.133 -1.133 Minimum"26.639 -1.133 -1.133 MaximumMoment, Y-Y Axis Top 26.639 -1.133 -1.133 Minimum"26.639 -1.133 -1.133 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0319 0.000 0.000 ftftinin5.255 +D+L 0.0795 0.000 0.000 ftftinin5.255 +D+S 0.0460 0.000 0.000 ftftinin5.255 +D+0.750L 0.0676 0.000 0.000 ftftinin5.255 +D+0.750L+0.750S 0.0782 0.000 0.000 ftftinin5.255 +0.60D 0.0191 0.000 0.000 ftftinin5.255 L Only 0.0477 0.000 0.000 ftftinin5.255 S Only 0.0142 0.000 0.000 ftftinin5.255 .Steel Section Properties :HSS8x8x3/8 R xx = 3.100 in Depth =8.000 in R yy = 3.100 in J =160.000 in^4 Width =8.000 in Wall Thick = 0.375 in Zx =29.400 in^3 Area = 10.400 in^2 Weight =37.690 plf I xx =100.00 in^4 S xx =24.90 in^3Design Thick =0.349 in I yy =100.000 in^4 C =40.700 in^3 S yy =24.900 in^3 Ycg =0.000 in Steel Column LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column for Bm AN 1&2 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:20PM Project Descr: Sketches COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:08 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 C-Upper Deck Joists.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full Area 40.00(16.0") psf Load2 Live Full Area 60.00(16.0") psf Load3 Snow Full Area 25.00(16.0") psf Self-weight Dead Full UDL 5.0 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 14.997' 14.148'0' Unfactored: Dead 436 436 Live 600 600 Snow 250 250 Factored: Total 1073 1073 Bearing: Length 5.50 5.50 Min req'd 0.82 0.82 C-Upper Deck Joists LVL n-ply, 2.0E, 2500Fb, 1-3/4"x10", 1-ply Supports: All - Timber-soft Beam, D.Fir-L No.2 Floor joist spaced at 16" c/c; Total length: 15.0'; Clear span: 14.063'; Volume = 1.8 cu.ft. Lateral support: top = continuous, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. WARNING: This CUSTOM SIZE is not in the database. Refer to online help. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 74 Fv' = 285 psi fv/Fv' = 0.26 Bending(+) fb = 1425 Fb' = 2665 psi fb/Fb' = 0.53 Dead Defl'n 0.18 = L/937 Live Defl'n 0.26 = L/644 0.47 = L/360 in 0.56 Total Defl'n 0.54 = L/317 0.71 = L/240 in 0.76 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 2 Fb'+ 2500 1.00 - 1.00 1.000 1.025 - 1.04 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 3 Eminy' 1.06 million - 1.00 - - - - 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 979, V design = 859 (NDS 3.4.3.1(a)) lbs; M(+) = 3462 lbs-ft EI = 306.25e06 lb-in^2 GA = 2.30e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 6. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:08 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 D-Upper Deck Joists.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full Area 40.00(16.0") psf Load2 Live Full Area 60.00(16.0") psf Load3 Snow Full Area 25.00(16.0") psf Self-weight Dead Full UDL 5.0 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 14.753' 14.237'0' Unfactored: Dead 420 438 Live 577 603 Snow 240 251 Factored: Total 1033 1079 Bearing: Length 1.50 5.50 Min req'd 0.79 0.82 D-Upper Deck Joists LVL n-ply, 2.0E, 2500Fb, 1-3/4"x10", 1-ply Supports: 1 - Hanger; 2 - Timber-soft Beam, D.Fir-L No.2; Floor joist spaced at 16" c/c; Total length: 14.75'; Clear span: 14.188'; Volume = 1.8 cu.ft. Lateral support: top = continuous, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. WARNING: This CUSTOM SIZE is not in the database. Refer to online help. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 74 Fv' = 285 psi fv/Fv' = 0.26 Bending(+) fb = 1442 Fb' = 2665 psi fb/Fb' = 0.54 Dead Defl'n 0.19 = L/921 Live Defl'n 0.27 = L/632 0.47 = L/360 in 0.57 Total Defl'n 0.55 = L/311 0.71 = L/240 in 0.77 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 2 Fb'+ 2500 1.00 - 1.00 1.000 1.025 - 1.04 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 3 Eminy' 1.06 million - 1.00 - - - - 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 985, V design = 865 (NDS 3.4.3.1(a)) lbs; M(+) = 3506 lbs-ft EI = 306.25e06 lb-in^2 GA = 2.30e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 6. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:08 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 E-Stairs Floor Joist.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full Area 25.00(16.0") psf Load2 Live Full Area 100.00(16.0") psf Self-weight Dead Full UDL 2.0 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 3.25' 3.024'0' Unfactored: Dead 57 57 Live 217 217 Factored: Total 274 274 Bearing: Length 1.50 1.50 Min req'd 0.29 0.29 E-Stairs Floor Joist Lumber-soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Hanger Floor joist spaced at 16.0" c/c; Total length: 3.25'; Clear span: 3.0'; Volume = 0.2 cu.ft. Lateral support: top = continuous, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 32 Fv' = 180 psi fv/Fv' = 0.18 Bending(+) fb = 306 Fb' = 1345 psi fb/Fb' = 0.23 Dead Defl'n 0.00 = < L/999 Live Defl'n 0.01 = < L/999 0.10 = L/360 in 0.07 Total Defl'n 0.01 = < L/999 0.15 = L/240 in 0.07 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.300 - 1.15 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 2CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #2 = D + L (live) LC #2 = D + L (total) D=dead L=live All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 255, V design = 176 (NDS 3.4.3.1(a)) lbs; M(+) = 193 lbs-ft EI = 33.27e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:09 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 F-Stairs Platform Beams.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full Area 25.00(5.00') psf Load2 Live Full Area 100.00(5.00') psf Self-weight Dead Full UDL 7.7 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 6.833' 6.332'0' Unfactored: Dead 451 451 Live 1708 1708 Factored: Total 2160 2160 Bearing: Length 3.50 3.50 Min req'd 0.99 0.99 F-Stairs Platform Beams Lumber-soft, D.Fir-L, No.2, 4x10 (3-1/2"x9-1/4") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 6.81'; Clear span: 6.25'; Volume = 1.5 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 69 Fv' = 180 psi fv/Fv' = 0.38 Bending(+) fb = 762 Fb' = 1069 psi fb/Fb' = 0.71 Dead Defl'n 0.01 = < L/999 Live Defl'n 0.05 = < L/999 0.21 = L/360 in 0.23 Total Defl'n 0.07 = < L/999 0.32 = L/240 in 0.22 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 0.989 1.200 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #2 = D + L (live) LC #2 = D + L (total) D=dead L=live All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 2003, V design = 1489 (NDS 3.4.3.1(a)) lbs; M(+) = 3171 lbs-ft EI = 369.34e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 6.31' Le = 12.63' RB = 10.7 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:09 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 G-Patio Door HDR.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 280.0 plf Load2 Live Full UDL 420.0 plf Load3 Snow Full UDL 175.0 plf Self-weight Dead Full UDL 7.7 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 6.5' 6.091'0' Unfactored: Dead 933 933 Live 1365 1365 Snow 569 569 Factored: Total 2384 2384 Bearing: Length 3.00 3.00 Min req'd 1.09 1.09 G-Patio Door HDR Lumber-soft, D.Fir-L, No.2, 4x10 (3-1/2"x9-1/4") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 6.5'; Clear span: 6.0'; Volume = 1.5 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 73 Fv' = 180 psi fv/Fv' = 0.41 Bending(+) fb = 789 Fb' = 1069 psi fb/Fb' = 0.74 Dead Defl'n 0.02 = < L/999 Live Defl'n 0.04 = < L/999 0.20 = L/360 in 0.18 Total Defl'n 0.07 = L/993 0.30 = L/240 in 0.24 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 0.990 1.200 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 2155, V design = 1578 (NDS 3.4.3.1(a)) lbs; M(+) = 3282 lbs-ft EI = 369.34e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 6.06' Le = 12.25' RB = 10.5 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:12 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 H-Column.wwc Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Location [ft] Magnitude Unit Start End Start End Load1 Dead Axial (Ecc. = 1.25") 7940 lbs Load2 Live Axial (Ecc. = 1.25") 7458 lbs Load3 Snow Axial (Ecc. = 1.25") 7547 lbs Self-weight Dead Axial 88 lbs Reactions (lbs): 9' 9' 0' Ba s e To p Unfactored: Lateral: Dead 92 -92 Live 86 -86 Snow 88 -88 Axial: Dead 8028 8028 Live 7458 7458 Snow 7547 7547 Factored: R->L -223 Load comb #3 L->R 223 Timber-soft, D.Fir-L, No.1, 6x8 (5-1/2"x7-1/2") Support: Lumber-soft Sill plate, D.Fir-L No.2; Bearing length = column width (b); continuous lower support Total length: 9.0'; Volume = 2.6 cu.ft.; Post or timber Pinned base; Load face = width(b); Ke x Lb: 1.0 x 9.0 = 9.0 ft; Ke x Ld: 1.0 x 9.0 = 9.0 ft; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 8 Fv' = 195 psi fv/Fv' = 0.04 Bending(+) fb = 466 Fb' = 1380 psi fb/Fb' = 0.34 Axial fc = 467 Fc' = 823 psi fc/Fc' = 0.57 Combined (axial + eccentric moment) Eq.15.4-3 = 0.77 Axial Bearing fc = 467 Fc* = 1150 psi fc/Fc* = 0.41 Support Bearin fcp = 467 Fcp = 668 psi fcp/Fcp = 0.70 Dead Defl'n 0.02 = < L/999 Live Defl'n 0.03 = < L/999 0.90 = L/120 in 0.04 Total Defl'n 0.07 = < L/999 0.90 = L/120 in 0.08 Additional Data: FACTORS: F/E(psi) CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 3 Fb'+ 1200 1.15 1.00 1.00 1.000 1.000 - 1.00 1.00 1.00 3 Fc' 1000 1.15 1.00 1.00 0.715 1.000 - - 1.00 1.00 3 E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 Eminy' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 Fc* 1000 1.15 1.00 1.00 - 1.000 - - 1.00 1.00 3 Fcp sup 625 - 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D + 0.75(L + S) Bending(+): LC #3 = D + 0.75(L + S) Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) Axial : LC #3 = D + 0.75(L + S) Combined : LC #3 = D + 0.75(L + S) Support : LC #3 = D + 0.75(L + S) D=dead L=live S=snow All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4CALCULATIONS: V = 223 lbs; M(+) = 2003 lbs-ft; P = 19282 lbs EI = 309.37e06 lb-in^2 Combined: Fb' = 1380 psi; fb = 0 psi; fbe = (P x e)/S = fc(6e/d) = 466 psi; FcE = 2299 psi "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Bearing: Reaction = 19282 lbs, Capacity = 27539 lbs, Lb = 5.50", Cb = 1.07 Axial b used, l/b = 19.6, l/d = 14.4 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Axial load eccentricity applied in direction of load face only. It is the designers responsibility to check for effect of eccentricity in the other direction. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:18 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 H-Upper Roof & Patio Support.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL No 150.0 plf Load2 Snow Full UDL Yes 250.0 plf Load3 Dead Full UDL No 280.0 plf Load4 Live Full UDL Yes 420.0 plf Load5 Snow Full UDL Yes 175.0 plf Self-weight Dead Full UDL No 17.1 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 14.537' 29.163' 28.4'0' Unfactored: Dead 2636 7940 2450 Live 2822 7458 2717 Snow 2684 7547 2542 Factored: Total 6765 19194 6394 Bearing: Length 5.50 11.00 5.50 Min req'd 1.89 4.99 1.79 H-Upper Roof & Patio Support Glulam-Unbalan., West Species, 24F-V4 DF, 5-1/2"x13-1/2" Supports: 1,3 - Timber-soft Beam, D.Fir-L No.2; 2 - Non-wood; Total length: 29.19'; Clear span: 14', 13.313'; Volume = 15.0 cu.ft.; 9 laminations, 5-1/2" maximum width,Lateral support: top = at end supports, bottom = at end supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 163 Fv' = 305 psi fv/Fv' = 0.53 Bending(+) fb = 1345 Fb' = 2491 psi fb/Fb' = 0.54 Bending(-) fb = 1960 Fb' = 2005 psi fb/Fb' = 0.98 Dead Defl'n 0.10 = < L/999 Live Defl'n 0.20 = L/881 0.48 = L/360 in 0.41 Total Defl'n 0.34 = L/508 0.73 = L/240 in 0.47 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Notes Cvr LC# Fv' 265 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fb'+ 2400 1.15 1.00 1.00 0.903 1.000 - - 1.00 1.00 - 11 Fb'- 1850 1.15 1.00 1.00 0.942 1.000 - - 1.00 1.00 - 3 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 11 Eminy' 0.85 million 1.00 1.00 - - - - 1.00 - - 11 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D + 0.75(L + S) Bending(+): LC #11 = D + 0.75(L + S) (pattern: Xs) Bending(-): LC #3 = D + 0.75(L + S) Deflection: LC #11 = (live) LC #11 = (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4CALCULATIONS: V max = 9733, V design = 8061 (NDS 3.4.3.1(a)) lbs; M(+) = 18721 lbs-ft; M(-) = 27289 lbs-ft EI = 2029.78e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 28.38' Le = 52.25' RB = 16.7; Lu based on full length Lateral stability(-): Lu = 28.38' Le = 52.25' RB = 16.7; Lu based on full length Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI A190.1-2012 4. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. 5. GLULAM: bxd = actual breadth x actual depth. 6. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 7. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:16 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 J-Deck Joists.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full Area 40.00(16.0") psf Load2 Live Full Area 60.00(16.0") psf Load3 Snow Full Area 25.00(16.0") psf Self-weight Dead Full UDL 3.3 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 9.67' 9.481'0' Unfactored: Dead 273 273 Live 387 387 Snow 161 161 Factored: Total 684 684 Bearing: Length 1.50 1.50 Min req'd 0.73 0.73 J-Deck Joists Lumber-soft, D.Fir-L, No.2, 2x10 (1-1/2"x9-1/4") Supports: All - Hanger Floor joist spaced at 16.0" c/c; Total length: 9.69'; Clear span: 9.438'; Volume = 0.9 cu.ft. Incised; Lateral support: top = continuous, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 58 Fv' = 144 psi fv/Fv' = 0.40 Bending(+) fb = 861 Fb' = 911 psi fb/Fb' = 0.95 Dead Defl'n 0.07 = < L/999 Live Defl'n 0.10 = < L/999 0.32 = L/360 in 0.33 Total Defl'n 0.21 = L/553 0.47 = L/240 in 0.43 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 0.80 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.100 - 1.15 1.00 0.80 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 0.95 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 0.95 3CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4CALCULATIONS: V max = 648, V design = 538 (NDS 3.4.3.1(a)) lbs; M(+) = 1535 lbs-ft EI = 158.29e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:17 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 K-Side Deck Beam.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 200.0 plf Load2 Live Full UDL 300.0 plf Load3 Snow Full UDL 125.0 plf Self-weight Dead Full UDL 11.8 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 13.917' 13.094'0' Unfactored: Dead 1469 1469 Live 2088 2088 Snow 870 870 Factored: Total 3687 3687 Bearing: Length 5.50 5.50 Min req'd 1.12** 1.12****Minimum bearing length governed by the required width of the supporting member. K-Side Deck Beam Glulam-Unbalan., Southern Pine, 24F-V4 SP, 5-1/2"x9-1/2" Supports: All - Timber-soft Column, Hem-Fir No.2 Total length: 13.94'; Clear span: 13'; Volume = 5.0 cu.ft.; 7 laminations, 5-1/2" maximum width, Lateral support: top = 1'-4 bottom = at supports; (in); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 84 Fv' = 210 psi fv/Fv' = 0.40 Bending(+) fb = 1591 Fb' = 2397 psi fb/Fb' = 0.66 Dead Defl'n 0.21 = L/749 Live Defl'n 0.32 = L/497 0.44 = L/360 in 0.72 Total Defl'n 0.63 = L/249 0.65 = L/240 in 0.96 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Notes Cvr LC# Fv' 210 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.00 1.00 1.00 0.999 1.000 - - 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.7 million 1.00 1.00 - - - - 1.00 - - 3 Eminy' 0.79 million 1.00 1.00 - - - - 1.00 - - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 3351, V design = 2922 (NDS 3.4.3.1(a)) lbs; M(+) = 10968 lbs-ft EI = 668.03e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 1.31' Le = 2.75' RB = 3.2 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI A190.1-2012 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:19 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 L-Window HDR at Decks.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 299.0 plf Load2 Live Full UDL 270.0 plf Load3 Snow Full UDL 150.0 plf Self-weight Dead Full UDL 7.7 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 6.5' 6.077'0' Unfactored: Dead 995 995 Live 878 878 Snow 488 488 Factored: Total 2019 2019 Bearing: Length 3.00 3.00 Min req'd 0.92 0.92 L-Window HDR at Decks Lumber-soft, D.Fir-L, No.2, 4x10 (3-1/2"x9-1/4") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 6.5'; Clear span: 6.0'; Volume = 1.5 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 60 Fv' = 180 psi fv/Fv' = 0.33 Bending(+) fb = 640 Fb' = 1069 psi fb/Fb' = 0.60 Dead Defl'n 0.03 = < L/999 Live Defl'n 0.03 = < L/999 0.20 = L/360 in 0.13 Total Defl'n 0.06 = < L/999 0.30 = L/240 in 0.21 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 0.990 1.200 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 1752, V design = 1286 (NDS 3.4.3.1(a)) lbs; M(+) = 2662 lbs-ft EI = 369.34e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 6.06' Le = 12.19' RB = 10.5 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:20 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 M-Hallway Beam Upper Support.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 626.0 plf Load2 Live Full UDL 800.0 plf Load3 Snow Full UDL 550.0 plf Self-weight Dead Full UDL 9.6 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 4.5' 4.128'0' Unfactored: Dead 1428 1428 Live 1800 1800 Snow 1238 1238 Factored: Total 3706 3706 Bearing: Length 3.00 3.00 Min req'd 1.53** 1.53****Minimum bearing length governed by the required width of the supporting member. M-Hallway Beam Upper Support LVL n-ply, 2.0E, 2500Fb, 1-3/4"x9-1/2", 2-ply (3-1/2"x9-1/2") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 4.5'; Clear span: 4.0'; Volume = 1.0 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 78 Fv' = 285 psi fv/Fv' = 0.27 Bending(+) fb = 697 Fb' = 2556 psi fb/Fb' = 0.27 Dead Defl'n 0.01 = < L/999 Live Defl'n 0.02 = < L/999 0.14 = L/360 in 0.14 Total Defl'n 0.04 = < L/999 0.21 = L/240 in 0.19 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 2 Fb'+ 2500 1.00 - 1.00 0.991 1.032 - 1.00 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 3 Eminy' 1.06 million - 1.00 - - - - 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4CALCULATIONS: V max = 2963, V design = 1735 (NDS 3.4.3.1(a)) lbs; M(+) = 3057 lbs-ft EI = 262.57e06 lb-in^2/ply GA = 4.36e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 4.13' Le = 8.50' RB = 8.9; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 6. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:21 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 N-Rear Upper Deck Joists.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full Area 40.00(16.0") psf Load2 Live Full Area 60.00(16.0") psf Load3 Snow Full Area 25.00(16.0") psf Self-weight Dead Full UDL 1.7 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 4.25' 4.041'0' Unfactored: Dead 117 117 Live 170 170 Snow 71 71 Factored: Total 297 297 Bearing: Length 1.50 1.50 Min req'd 0.49 0.49 N-Rear Upper Deck Joists Lumber-soft, Hem-Fir, No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Hanger Floor joist spaced at 16.0" c/c; Total length: 4.25'; Clear span: 4.0'; Volume = 0.2 cu.ft. Incised; Lateral support: top = continuous, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 38 Fv' = 120 psi fv/Fv' = 0.32 Bending(+) fb = 437 Fb' = 1017 psi fb/Fb' = 0.43 Dead Defl'n 0.01 = < L/999 Live Defl'n 0.02 = < L/999 0.13 = L/360 in 0.15 Total Defl'n 0.04 = < L/999 0.20 = L/240 in 0.19 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 150 1.00 1.00 1.00 - - - - 1.00 0.80 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.300 - 1.15 1.00 0.80 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.3 million 1.00 1.00 - - - - 1.00 0.95 3 Emin' 0.47 million 1.00 1.00 - - - - 1.00 0.95 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 273, V design = 208 (NDS 3.4.3.1(a)) lbs; M(+) = 276 lbs-ft EI = 27.04e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:22 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 P-Side Deck Support Beam.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 80.0 plf Load2 Live Full UDL 120.0 plf Load3 Snow Full UDL 50.0 plf Self-weight Dead Full UDL 19.4 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 19.92' 19.471'0' Unfactored: Dead 986 986 Live 1195 1195 Snow 498 498 Factored: Total 2256 2256 Bearing: Length 3.00 3.00 Min req'd 0.61** 0.61** **Minimum bearing length governed by the required width of the supporting member. P-Side Deck Support Beam Glulam-Balanced, Southern Pine, 24F-V5 SP, 5-1/2"x14" Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 19.94'; Clear span: 19.438'; Volume = 10.7 cu.ft.; 10 laminations, 5-1/2" maximum width, Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 37 Fv' = 300 psi fv/Fv' = 0.12 Bending(+) fb = 694 Fb' = 2306 psi fb/Fb' = 0.30 Dead Defl'n 0.15 = < L/999 Live Defl'n 0.19 = < L/999 0.65 = L/360 in 0.30 Total Defl'n 0.42 = L/558 0.97 = L/240 in 0.43 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Notes Cvr LC# Fv' 300 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.00 1.00 1.00 0.961 0.993 - - 1.00 1.00 - 2 Fcp' 740 - 1.00 1.00 - - - - 1.00 - - - E' 1.7 million 1.00 1.00 - - - - 1.00 - - 3 Eminy' 0.85 million 1.00 1.00 - - - - 1.00 - - 3 Only the lesser of CL and CV is applied, as per NDS 5.3.6 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 2136, V design = 1874 (NDS 3.4.3.1(a)) lbs; M(+) = 10398 lbs-ft EI = 2138.00e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 19.50' Le = 35.81' RB = 14.1 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI A190.1-2012 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:25 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 Q-Window HDR at Rear Deck.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 481.0 plf Load2 Live Full UDL 440.0 plf Load3 Snow Full UDL 425.0 plf Self-weight Dead Full UDL 9.4 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 6.5' 6.141'0' Unfactored: Dead 1592 1592 Live 1430 1430 Snow 1381 1381 Factored: Total 3700 3700 Bearing: Length 3.00 3.00 Min req'd 1.69 1.69 Q-Window HDR at Rear Deck Lumber-soft, D.Fir-L, No.2, 4x12 (3-1/2"x11-1/4") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 6.5'; Clear span: 6.0'; Volume = 1.8 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 90 Fv' = 207 psi fv/Fv' = 0.43 Bending(+) fb = 873 Fb' = 1122 psi fb/Fb' = 0.78 Dead Defl'n 0.02 = < L/999 Live Defl'n 0.03 = < L/999 0.20 = L/360 in 0.15 Total Defl'n 0.07 = < L/999 0.31 = L/240 in 0.22 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 3 Fb'+ 900 1.15 1.00 1.00 0.986 1.100 - 1.00 1.00 1.00 3 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D + 0.75(L + S) Bending(+): LC #3 = D + 0.75(L + S) Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 3498, V design = 2349 (NDS 3.4.3.1(a)) lbs; M(+) = 5370 lbs-ft EI = 664.44e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 6.13' Le = 12.63' RB = 11.8 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:25 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 R-Window HDR.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 389.0 plf Load2 Live Full UDL 420.0 plf Load3 Snow Full UDL 313.0 plf Self-weight Dead Full UDL 7.7 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 6.25' 6.113'0' Unfactored: Dead 1239 1239 Live 1312 1312 Snow 978 978 Factored: Total 2957 2957 Bearing: Length 1.50 1.50 Min req'd 1.35 1.35 R-Window HDR Lumber-soft, D.Fir-L, No.2, 4x10 (3-1/2"x9-1/4") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 6.25'; Clear span: 6.0'; Volume = 1.4 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 98 Fv' = 207 psi fv/Fv' = 0.47 Bending(+) fb = 1063 Fb' = 1227 psi fb/Fb' = 0.87 Dead Defl'n 0.03 = < L/999 Live Defl'n 0.05 = < L/999 0.20 = L/360 in 0.23 Total Defl'n 0.10 = L/753 0.31 = L/240 in 0.32 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 3 Fb'+ 900 1.15 1.00 1.00 0.988 1.200 - 1.00 1.00 1.00 3 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D + 0.75(L + S) Bending(+): LC #3 = D + 0.75(L + S) Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 2893, V design = 2110 (NDS 3.4.3.1(a)) lbs; M(+) = 4420 lbs-ft EI = 369.34e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 6.13' Le = 12.25' RB = 10.5 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:26 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 S-Lower Deck Joists.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full Area 40.00(16.0") psf Load2 Live Full Area 60.00(16.0") psf Load3 Snow Full Area 25.00(16.0") psf Self-weight Dead Full UDL 3.7 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 11.583' 11.052'0' Unfactored: Dead 320 338 Live 450 477 Snow 188 199 Factored: Total 798 844 Bearing: Length 1.50 5.50 Min req'd 0.61 0.64 Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. S-Lower Deck Joists LVL n-ply, 2.0E, 2500Fb, 1-3/4"x7-1/4", 1-ply Supports: 1 - Hanger; 2 - Lumber Stud Wall, D.Fir-L Stud; Floor joist spaced at 16" c/c; Total length: 11.56'; Clear span: 11'; Volume = 1.0 cu.ft.Lateral support: top = continuous, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 79 Fv' = 285 psi fv/Fv' = 0.28 Bending(+) fb = 1637 Fb' = 2785 psi fb/Fb' = 0.59 Dead Defl'n 0.17 = L/773 Live Defl'n 0.26 = L/518 0.37 = L/360 in 0.69 Total Defl'n 0.51 = L/258 0.55 = L/240 in 0.93 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 2 Fb'+ 2500 1.00 - 1.00 1.000 1.071 - 1.04 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 3 Eminy' 1.06 million - 1.00 - - - - 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 757, V design = 671 (NDS 3.4.3.1(a)) lbs; M(+) = 2092 lbs-ft EI = 116.70e06 lb-in^2 GA = 1.67e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 6. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:27 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 T-Lower Deck Joists.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full Area 40.00(16.0") psf Load2 Live Full Area 60.00(16.0") psf Load3 Snow Full Area 25.00(16.0") psf Self-weight Dead Full UDL 2.6 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 5.913' 5.367'0' Unfactored: Dead 156 173 Live 223 250 Snow 93 104 Factored: Total 393 439 Bearing: Length 1.50 5.50 Min req'd 0.42 0.47 Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. T-Lower Deck Joists Lumber-soft, D.Fir-L, No.2, 2x8 (1-1/2"x7-1/4") Supports: 1 - Hanger; 2 - Lumber Stud Wall, D.Fir-L Stud; Floor joist spaced at 16.0" c/c; Total length: 5.94'; Clear span: 5.313'; Volume = 0.4 cu.ft. Lateral support: top = continuous, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 39 Fv' = 180 psi fv/Fv' = 0.21 Bending(+) fb = 447 Fb' = 1242 psi fb/Fb' = 0.36 Dead Defl'n 0.01 = < L/999 Live Defl'n 0.02 = < L/999 0.18 = L/360 in 0.12 Total Defl'n 0.04 = < L/999 0.27 = L/240 in 0.15 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.200 - 1.15 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 365, V design = 280 (NDS 3.4.3.1(a)) lbs; M(+) = 489 lbs-ft EI = 76.21e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:27 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 U-Window HDR Lower Front Deck.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 120.0 plf Load2 Live Full UDL 180.0 plf Load3 Snow Full UDL 75.0 plf Self-weight Dead Full UDL 7.7 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 6.5' 6.039'0' Unfactored: Dead 413 413 Live 585 585 Snow 244 244 Factored: Total 1035 1035 Bearing: Length 3.00 3.00 Min req'd 0.47 0.47 U-Window HDR Lower Front Deck Lumber-soft, D.Fir-L, No.2, 4x10 (3-1/2"x9-1/4") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 6.5'; Clear span: 6.0'; Volume = 1.5 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 32 Fv' = 180 psi fv/Fv' = 0.18 Bending(+) fb = 337 Fb' = 1069 psi fb/Fb' = 0.32 Dead Defl'n 0.01 = < L/999 Live Defl'n 0.02 = < L/999 0.20 = L/360 in 0.08 Total Defl'n 0.03 = < L/999 0.30 = L/240 in 0.10 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 0.990 1.200 - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 929, V design = 686 (NDS 3.4.3.1(a)) lbs; M(+) = 1403 lbs-ft EI = 369.34e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 6.06' Le = 12.19' RB = 10.5 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:29 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 V-Lower Deck Beam.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 420.0 plf Load2 Live Full UDL 630.0 plf Load3 Snow Full UDL 263.0 plf Self-weight Dead Full UDL 11.6 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 9.997' 9.512'0' Unfactored: Dead 2205 2104 Live 3225 3073 Snow 1346 1283 Factored: Total 5633 5371 Bearing: Length 5.50 2.50 Min req'd 2.33** 2.05 **Minimum bearing length governed by the required width of the supporting member. V-Lower Deck Beam LVL n-ply, 2.0E, 2500Fb, 1-3/4"x11-1/2", 2-ply (3-1/2"x11-1/2") Supports: 1 - Lumber Stud Wall, D.Fir-L Stud; 2 - Hanger; Total length: 10.0'; Clear span: 9.313'; Volume = 2.8 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 147 Fv' = 285 psi fv/Fv' = 0.52 Bending(+) fb = 1868 Fb' = 2435 psi fb/Fb' = 0.77 Dead Defl'n 0.10 = < L/999 Live Defl'n 0.15 = L/745 0.32 = L/360 in 0.48 Total Defl'n 0.30 = L/379 0.48 = L/240 in 0.63 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 2 Fb'+ 2500 1.00 - 1.00 0.968 1.006 - 1.00 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 3 Eminy' 1.06 million - 1.00 - - - - 1.00 - 3CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #3 = D + 0.75(L + S) (live) LC #3 = D + 0.75(L + S) (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 5049, V design = 3940 (NDS 3.4.3.1(a)) lbs; M(+) = 12007 lbs-ft EI = 465.76e06 lb-in^2/ply GA = 5.28e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 9.50' Le = 18.38' RB = 14.4; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 6. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:31 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 W-Upper Floor Support Beam.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 551.0 plf Load2 Live Full UDL 820.0 plf Load3 Snow Full UDL 250.0 plf Self-weight Dead Full UDL 42.0 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 23.167' 22.573'0' Unfactored: Dead 6856 6856 Live 9498 9498 Snow 2896 2896 Factored: Total 16354 16354 Bearing: Length 5.50 5.50 Min req'd 3.88** 3.88** **Minimum bearing length governed by the required width of the supporting member. W-Upper Floor Support Beam Glulam-Unbalan., West Species, 24F-V4 DF, 6-3/4"x27" Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 23.19'; Clear span: 22.25'; Volume = 29.3 cu.ft.; 18 laminations, 6-3/4" maximum width, Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 103 Fv' = 265 psi fv/Fv' = 0.39 Bending(+) fb = 1317 Fb' = 2137 psi fb/Fb' = 0.62 Dead Defl'n 0.17 = < L/999 Live Defl'n 0.24 = < L/999 0.75 = L/360 in 0.32 Total Defl'n 0.50 = L/540 1.13 = L/240 in 0.44 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Notes Cvr LC# Fv' 265 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.00 1.00 1.00 0.910 0.891 - - 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Eminy' 0.85 million 1.00 1.00 - - - - 1.00 - - 2Only the lesser of CL and CV is applied, as per NDS 5.3.6 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #2 = D + L (live) LC #2 = D + L (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 15947, V design = 12540 (NDS 3.4.3.1(a)) lbs; M(+) = 89996 lbs-ft EI = 19928e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 22.56' Le = 43.56' RB = 17.6 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI A190.1-2012 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANYJones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:33 PROJECTSonia Inc 907 24th St Anacortes, WA Job # 23278 X-Door HDR Beam Support.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Point 1.50 6856 lbs Load2 Dead Point 1.50 1428 lbs Load3 Live Point 1.50 9498 lbs Load4 Live Point 1.50 2083 lbs Load5 Snow Point 1.50 2896 lbs Load6 Snow Point 1.50 635 lbs Self-weight Dead Full UDL 17.1 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 4' 3.482'0' Unfactored: Dead 5285 3058 Live 7347 4234 Snow 2240 1291 Factored: Total 12632 7292 Bearing: Length 4.50 4.50 Min req'd 3.53 2.04 X-Door HDR Beam Support Glulam-Unbalan., West Species, 24F-V4 DF, 5-1/2"x13-1/2" Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 4.0'; Clear span: 3.25'; Volume = 2.1 cu.ft.; 9 laminations, 5-1/2" maximum width, Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 255 Fv' = 265 psi fv/Fv' = 0.96 Bending(+) fb = 1154 Fb' = 2388 psi fb/Fb' = 0.48 Dead Defl'n 0.01 = < L/999 Live Defl'n 0.01 = < L/999 0.12 = L/360 in 0.07 Total Defl'n 0.02 = < L/999 0.17 = L/240 in 0.09 Additional Data:FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Notes Cvr LC# Fv' 265 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.00 1.00 1.00 0.995 1.000 - - 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Eminy' 0.85 million 1.00 1.00 - - - - 1.00 - - 2CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #2 = D + L (live) LC #2 = D + L (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4CALCULATIONS: V max = 12632, V design = 12611 (NDS 3.4.3.1(a)) lbs; M(+) = 16068 lbs-ft EI = 2029.78e06 lb-in^2 "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 3.50' Le = 7.19' RB = 6.2 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI A190.1-2012 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY Jones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:32 PROJECT Sonia Inc 907 24th St Anacortes, WA Job # 23278 Y-Deck Beam.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL 551.0 plf Load2 Live Full UDL 820.0 plf Load3 Snow Full UDL 250.0 plf Self-weight Dead Full UDL 11.6 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 5.08' 4.941'0' Unfactored: Dead 1428 1428 Live 2083 2083 Snow 635 635 Factored: Total 3511 3511 Bearing: Length 1.50 1.50 Min req'd 1.34 1.34 Y-Deck Beam LVL n-ply, 2.0E, 2500Fb, 1-3/4"x11-1/2", 2-ply (3-1/2"x11-1/2") Supports: All - Hanger Total length: 5.06'; Clear span: 4.813'; Volume = 1.4 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 75 Fv' = 285 psi fv/Fv' = 0.26 Bending(+) fb = 656 Fb' = 2479 psi fb/Fb' = 0.26 Dead Defl'n 0.01 = < L/999 Live Defl'n 0.02 = < L/999 0.16 = L/360 in 0.11 Total Defl'n 0.04 = < L/999 0.25 = L/240 in 0.15 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 2 Fb'+ 2500 1.00 - 1.00 0.986 1.006 - 1.00 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 2 Eminy' 1.06 million - 1.00 - - - - 1.00 - 2CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #2 = D + L Deflection: LC #2 = D + L (live) LC #2 = D + L (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 CALCULATIONS: V max = 3416, V design = 2014 (NDS 3.4.3.1(a)) lbs; M(+) = 4220 lbs-ft EI = 465.76e06 lb-in^2/ply GA = 5.28e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 4.94' Le = 10.19' RB = 10.7; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 6. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. COMPANYJones Engineers, Inc 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Mar. 12, 2024 17:34 PROJECTSonia Inc 907 24th St Anacortes, WA Job # 23278 Z-Beam Upper Floor Support.wwb Design Check Calculation Sheet WoodWorks Sizer 2023 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Dead Full UDL No 156.0 plf Load2 Live Full UDL Yes 107.0 plf Load3 Snow Full UDL Yes 33.0 plf Load4 Dead Point No 0.00 1428 lbs Load5 Live Point Yes 0.00 2083 lbs Load6 Snow Point Yes 0.00 635 lbs Load7 Dead Point No 0.00 2104 lbs Load8 Live Point Yes 0.00 3073 lbs Load9 Snow Point Yes 0.00 1283 lbs Self-weight Dead Full UDL No 24.2 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 1.476' 11.583' 11.303'0' Unfactored: Dead 5234 379 Live 6626 556 Snow 2421 26 Factored: Uplift -377 Total 12019 935 Bearing: Length 3.50 3.50 Min req'd 3.42** 0.27****Minimum bearing length governed by the required width of the supporting member. Z-Beam Upper Floor Support LVL n-ply, 2.0E, 2500Fb, 1-3/4"x16", 3-ply (5-1/4"x16") Supports: All - Lumber Stud Wall, D.Fir-L Stud Total length: 11.56'; Clear span: 1.313', 9.688'; Volume = 6.8 cu.ft. Lateral support: top = at supports, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 159 Fv' = 285 psi fv/Fv' = 0.56 Bending(+) fb = 69 Fb' = 2501 psi fb/Fb' = 0.03 Bending(-) fb = 704 Fb' = 2501 psi fb/Fb' = 0.28 Deflection: Interior Dead -0.00 = < L/999 Live -0.02 = < L/999 0.33 = L/360 in 0.07 Total -0.03 = < L/999 0.49 = L/240 in 0.06 Cantil. Dead 0.02 = < L/999 Live 0.03 = L/555 0.10 = L/180 in 0.32 Total 0.06 = L/307 0.15 = L/120 in 0.39 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 2 Fb'+ 2500 1.00 - 1.00 0.983 0.962 - 1.04 1.00 - 6 Fb'- 2500 1.00 - 1.00 0.998 0.962 - 1.04 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 11 Eminy' 1.06 million - 1.00 - - - - 1.00 - 11 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D + L Bending(+): LC #6 = D + L (pattern: _L) Bending(-): LC #2 = D + L Deflection: LC #11 = (live) LC #11 = (total) D=dead L=live S=snow All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4CALCULATIONS: V max = 8688, V design = 8882 (NDS 3.4.3.1(a)) lbs; M(+) = 1286 lbs-ft; M(-) = 13135 lbs-ft EI = 1254.38e06 lb-in^2/ply GA = 11.02e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow…) Total deflection = 1.50 permanent + "live" Lateral stability(+): Lu = 9.81' Le = 18.13' RB = 11.2 Lu based on full span; b = full member width Lateral stability(-): Lu = 1.50' Le = 2.75' RB = 4.4 Lu based on full span; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2021) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. 5. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire-retardant treatment - no notches 6. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 7. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)825 @ 1 3/4"1080 (1.75")Passed (76%)1.00 1.0 D + 1.0 L (All Spans) Shear (lbs)825 @ 1 3/4"2190 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4641 @ 11' 4 3/4"8405 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.362 @ 11' 4 3/4"0.563 Passed (L/745)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.498 @ 11' 4 3/4"1.125 Passed (L/542)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating 45 45 Passed ---- Member Length : 22' 6" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge™ Panel (24" Span Rating) that is glued and nailed down. •Additional considerations for the TJ-Pro™ Rating include: 5/8" Gypsum ceiling. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. • ² Required Bearing Length / Required Bearing Length with Web Stiffeners Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Hanger on 16" SPF Ledger 1.75"Hanger¹1.75" / - ²228 608 836 See note ¹ 2 - Hanger on 16" SPF Ledger 1.75"Hanger¹1.75" / - ²228 608 836 See note ¹ •TJI joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 1" o/c Bottom Edge (Lu)22' 6" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A N/A 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Load Location Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 22' 9 1/2"16"15.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by TSN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J1 1 piece(s) 16" TJI® 360 @ 16" OC ForteWEB Software Operator Job Notes 3/13/2024 12:36:22 AM UTCRyan LongJones Engineers Inc. (360) 733-8888ryan@jonesengineers.us ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 File Name: 23278-Sonia Sonia Inc907 24th St Anacortes, WA Page 1 / 1 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)804 @ 4 1/2"1505 (3.50")Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Shear (lbs)770 @ 5 1/2"2190 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4107 @ 10' 11 1/2"8405 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.288 @ 10' 11 1/2"0.529 Passed (L/881)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.396 @ 10' 11 1/2"1.058 Passed (L/641)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating 49 45 Passed ---- Member Length : 21' 11" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge™ Panel (24" Span Rating) that is glued and nailed down. •Additional considerations for the TJ-Pro™ Rating include: 5/8" Gypsum ceiling. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.75"219 584 804 Blocking 2 - Stud wall - SPF 5.50"5.50"1.75"219 584 804 Blocking •TJI joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)21' 11" o/c Dead Floor Live Vertical Load Location Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 21' 11"16"15.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by TSN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J2 1 piece(s) 16" TJI® 360 @ 16" OC ForteWEB Software Operator Job Notes 3/13/2024 12:39:36 AM UTCRyan LongJones Engineers Inc. (360) 733-8888ryan@jonesengineers.us ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 File Name: 23278-Sonia Sonia Inc907 24th St Anacortes, WA Page 1 / 1 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)605 @ 1 3/4"1005 (1.75")Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Shear (lbs)605 @ 1 3/4"2190 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2497 @ 8' 4 3/4"5140 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.141 @ 8' 4 3/4"0.413 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.194 @ 8' 4 3/4"0.825 Passed (L/999+)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating 58 45 Passed ---- Member Length : 16' 10 9/16" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge™ Panel (24" Span Rating) that is glued and nailed down. •Additional considerations for the TJ-Pro™ Rating include: 5/8" Gypsum ceiling. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. • ² Required Bearing Length / Required Bearing Length with Web Stiffeners Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Hanger on 16" SPF Ledger 1.75"Hanger¹1.75" / - ²168 448 616 See note ¹ 2 - Stud wall - SPF 5.50"5.50"1.75"173 460 633 Blocking •TJI joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)16' 11" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A N/A •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Load Location Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 17' 5/16"16"15.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by TSN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J3 1 piece(s) 16" TJI® 210 @ 16" OC ForteWEB Software Operator Job Notes 3/13/2024 12:39:58 AM UTCRyan LongJones Engineers Inc. (360) 733-8888ryan@jonesengineers.us ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 File Name: 23278-Sonia Sonia Inc907 24th St Anacortes, WA Page 1 / 1 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1756 @ 20' 10 3/4"1756 (3.05")Passed (100%)1.00 1.0 D + 1.0 L (All Spans) Shear (lbs)1756 @ 20' 10 3/4"1955 Passed (90%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)7189 @ 16' 3 3/4"7335 Passed (98%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.495 @ 11' 3 1/2"0.519 Passed (L/503)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.857 @ 11' 4 5/16"1.038 Passed (L/290)--1.0 D + 0.75 L + 0.75 S (All Spans) TJ-Pro™ Rating 50 45 Passed ---- Member Length : 20' 9" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge™ Panel (24" Span Rating) that is glued and nailed down. •Additional considerations for the TJ-Pro™ Rating include: 5/8" Gypsum ceiling. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. • ² Required Bearing Length / Required Bearing Length with Web Stiffeners Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Hanger on 14" SPF Ledger 1.75"Hanger¹1.75" /1.75" ²333 565 118 897 See note ¹ 2 - Hanger on 14" SPF Ledger 1.75"Hanger¹- / 3.05" ²808 956 441 1855 See note ¹, Web Stiffeners •TJI joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)20' 9" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A N/A 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A •Refer to manufacturer notes and instructions for proper installation and use of all connectors. • Web stiffeners required at location 16' 6" due to loads. Dead Floor Live Snow Vertical Loads Location Spacing (0.90)(1.00)(1.15)Comments 1 - Uniform (PSF)0 to 21' 1/2"12"15.0 40.0 -Default Load 2 - Point (lb)16' 6"N/A 825 679 559 Dwall+Dfloor+Dro of+Lfloor+LDeck+Sroof Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J4 1 piece(s) 14" TJI® 360 @ 12" OC ForteWEB Software Operator Job Notes 3/13/2024 12:41:17 AM UTCRyan LongJones Engineers Inc. (360) 733-8888ryan@jonesengineers.us ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 File Name: 23278-Sonia Sonia Inc907 24th St Anacortes, WA Page 1 / 2 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)601 @ 1' 2 3/4"2948 (5.25")Passed (20%)1.25 1.0 D + 1.0 Lr (Adj Spans) Shear (lbs)501 @ 1' 5 1/2"1525 Passed (33%)1.25 1.0 D + 1.0 Lr (Adj Spans) Moment (Ft-lbs)2489 @ 10' 8 1/2"3125 Passed (80%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.623 @ 10' 8 1/2"0.951 Passed (L/367)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)1.087 @ 10' 8 1/2"1.268 Passed (L/210)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 21' 6 11/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 1/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Upward deflection on left and right cantilevers exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - SPF 5.50"5.50"3.50"258 343 601 Blocking 2 - Beveled Plate - SPF 5.50"5.50"3.50"258 343 601 Blocking •TJI joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)7' 4" o/c Dead Roof Live Vertical Load Location Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 21' 5"19.2"15.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by TSN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, R1 1 piece(s) 9 1/2" TJI® 110 @ 19.2" OC ForteWEB Software Operator Job Notes 3/13/2024 12:44:01 AM UTCRyan LongJones Engineers Inc. (360) 733-8888ryan@jonesengineers.us ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 File Name: 23278-Sonia Sonia Inc907 24th St Anacortes, WA Page 1 / 1 2 ft 2 f t .854 ft .8 5 4 f t 3.5 in 3. 5 i n AB CD X Z 10 i n 3. 2 5 i n CD Allowable Soil Bearing : Concrete Weight : Concrete f'c : Steel fy : 1500 psf 145 pcf 2.5 ksi 40 ksi Concrete Pier Pads Service Soil Bearing Maximum Bearing Max/Allowable Ratio AB CD 1468.71 psf 0 psf Uplift 1468.71 psf DL+LL .979 Flexure Design Maximum MuXX / Maximum MuZZ / 1.849 k-ft ACI 9.1 1.849 k-ft ACI 9.1 AB CD X Dir. Steel: .432 in2 (min) Z Dir. Steel: .432 in2 (min) Maximum Shear Check Ratios (Vu / Vc) Two Way (Punching) Shear One Way Shear, X dir. cut One Way Shear, Z dir. cut .159 ACI 9.1 .097 ACI 9.1 .097 ACI 9.1 Overturning Moment Safety Factors (OTM SF) OTM SF About X-X Axis OTM SF About Z-Z Axis NA DL+LL NA DL+LL Concrete Bearing (For Vertical Loads Only!) Maximum Bu / Allowable Bc 13.035 k ACI 9.1 52.062 k Loads P (k) Vx (k) Vz (k) Mx (k-ft) Mz (k-ft) Overburden (psf) DL LL 2 100 3 +P +Vx AD +Vz DC +Mx BA +Mz AD +Over 4 ft 4 f t 1.771 ft 1. 7 7 1 f t 5.5 in 5. 5 i n AB CD X Z 12 i n 3. 2 5 i n CD Allowable Soil Bearing : Concrete Weight : Concrete f'c : Steel fy : 1500 psf 145 pcf 2.5 ksi 40 ksi Concrete Pier Pads Service Soil Bearing Maximum Bearing Max/Allowable Ratio AB CD 1493.69 psf 0 psf Uplift 1493.69 psf DL+LL .996 Flexure Design Maximum MuXX / Maximum MuZZ / 16.14 k-ft ACI 9.1 16.14 k-ft ACI 9.1 AB CD X Dir. Steel: 1.037 in2 (min) Z Dir. Steel: 1.037 in2 (min) Maximum Shear Check Ratios (Vu / Vc) Two Way (Punching) Shear One Way Shear, X dir. cut One Way Shear, Z dir. cut .399 ACI 9.1 .27 ACI 9.1 .27 ACI 9.1 Overturning Moment Safety Factors (OTM SF) OTM SF About X-X Axis OTM SF About Z-Z Axis NA DL+LL NA DL+LL Concrete Bearing (For Vertical Loads Only!) Maximum Bu / Allowable Bc 52.941 k ACI 9.1 128.562 k Loads P (k) Vx (k) Vz (k) Mx (k-ft) Mz (k-ft) Overburden (psf) DL LL 8 100 12 +P +Vx AD +Vz DC +Mx BA +Mz AD +Over General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 3 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksfwhen max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 6.0 ft Length parallel to Z-Z Axis = 6.0 ft =Pedestal dimensions...px : parallel to X-X Axis inpz : parallel to Z-Z Axis inHeight== in Footing Thickness = 12.0 in= Rebar Centerline to Edge of Concrete...=inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5Number of Bars =6.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5Number of Bars =6.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 5.20 5.630 3.650 D Lr ksf L S P : Column LoadOB : Overburden =k W E M-zz V-x = =k V-z k M-xx = 10.0 k-ft= k-ft H = General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 3 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.5052 Soil Bearing 0.7578 ksf 1.50 ksf +D+0.750L+0.750S about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 3.126 Overturning - Z-Z 10.0 k-ft 31.260 k-ft D Only PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.2649 Z Flexure (+X)3.214 k-ft/ft 12.131 k-ft/ft +1.20D+L+1.60S PASS 0.1001 Z Flexure (-X)1.214 k-ft/ft 12.131 k-ft/ft +1.20D+L+1.60S PASS 0.1825 X Flexure (+Z)2.214 k-ft/ft 12.131 k-ft/ft +1.20D+L+1.60S PASS 0.1825 X Flexure (-Z)2.214 k-ft/ft 12.131 k-ft/ft +1.20D+L+1.60S PASS 0.1756 1-way Shear (+X)14.429 psi 82.158 psi +1.20D+L+1.60S PASS 0.07330 1-way Shear (-X)6.023 psi 82.158 psi +1.20D+L+1.60S PASS 0.1231 1-way Shear (+Z)10.112 psi 82.158 psi +1.20D+L+1.60S PASS 0.1264 1-way Shear (-Z)10.385 psi 82.158 psi +1.20D+L+1.60S PASS 0.3279 2-way Punching 53.873 psi 164.317 psi +1.20D+L+1.60S Top reinforcing mat required (see 'Bending' tab). Hand check required for anchor pullout. Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.2894 0.2894 n/a 0.1930.0n/a X-X, +D+L 1.50 n/a0.4458 0.4458 n/a 0.2970.0n/a X-X, +D+S 1.50 n/a0.3908 0.3908 n/a 0.2610.0n/a X-X, +D+0.750L 1.50 n/a0.4067 0.4067 n/a 0.2710.0n/a X-X, +D+0.750L+0.750S 1.50 n/a0.4828 0.4828 n/a 0.3220.0n/a X-X, +0.60D 1.50 n/a0.1737 0.1737 n/a 0.1160.0n/a Z-Z, D Only 1.50 0.01444n/a n/a 0.5644 0.376n/a11.516 Z-Z, +D+L 1.50 0.1708n/a n/a 0.7208 0.481n/a7.477 Z-Z, +D+S 1.50 0.1158n/a n/a 0.6658 0.444n/a8.529 Z-Z, +D+0.750L 1.50 0.1317n/a n/a 0.6817 0.455n/a8.195 Z-Z, +D+0.750L+0.750S 1.50 0.2078n/a n/a 0.7578 0.505n/a6.904 Z-Z, +0.60D 1.50 0.008667n/a n/a 0.3387 0.226n/a11.516 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio X-X, D Only None 0.0 k-ft Infinity OK X-X, +D+L None 0.0 k-ft Infinity OK X-X, +D+S None 0.0 k-ft Infinity OK X-X, +D+0.750L None 0.0 k-ft Infinity OK X-X, +D+0.750L+0.750S None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OK Z-Z, D Only 10.0 k-ft 31.260 k-ft 3.126 OK Z-Z, +D+L 10.0 k-ft 48.150 k-ft 4.815 OK Z-Z, +D+S 10.0 k-ft 42.210 k-ft 4.221 OK Z-Z, +D+0.750L 10.0 k-ft 43.928 k-ft 4.393 OK Z-Z, +D+0.750L+0.750S 10.0 k-ft 52.140 k-ft 5.214 OK Z-Z, +0.60D 6.0 k-ft 18.756 k-ft 3.126 OK Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 3 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 0.910 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.40D 0.910 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+1.60L 1.906 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+1.60L 1.906 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+1.60L+0.50S 2.134 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+1.60L+0.50S 2.134 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+L 1.484 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+L 1.484 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D 0.780 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D 0.780 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+L+1.60S 2.214 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+L+1.60S 2.214 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+1.60S 1.510 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+1.60S 1.510 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+L+0.50S 1.712 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+L+0.50S 1.712 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +0.90D 0.5850 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +0.90D 0.5850 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+L+0.20S 1.575 +Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK X-X, +1.20D+L+0.20S 1.575 -Z Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.40D 0.2566 -X Top 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.40D 2.077 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+1.60L 0.9061 -X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+1.60L 2.906 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+1.60L+0.50S 1.134 -X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+1.60L+0.50S 3.134 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+L 0.4839 -X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+L 2.484 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D 0.2199 -X Top 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D 1.780 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+L+1.60S 1.214 -X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+L+1.60S 3.214 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+1.60S 0.5101 -X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+1.60S 2.510 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+L+0.50S 0.7120 -X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+L+0.50S 2.712 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +0.90D 0.1649 -X Top 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +0.90D 1.335 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+L+0.20S 0.5751 -X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK Z-Z, +1.20D+L+0.20S 2.575 +X Bottom 0.2592 ACI 7.6.1.1 0.310 12.131 OK One Way Shear X Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.82 9.19 9.19 82.16 0.11psipsipsipsi OK +1.20D+1.60L 4.58 13.02 13.02 82.16 0.16psipsipsipsi OK +1.20D+1.60L+0.50S 5.65 14.07 14.07 82.16 0.17psipsipsipsi OK +1.20D+L 2.60 11.09 11.09 82.16 0.14psipsipsipsi OK +1.20D 0.70 7.88 7.88 82.16 0.10psipsipsipsi OK +1.20D+L+1.60S 6.02 14.43 14.43 82.16 0.18psipsipsipsi OK +1.20D+1.60S 2.72 11.21 11.21 82.16 0.14psipsipsipsi OK +1.20D+L+0.50S 3.67 12.14 12.14 82.16 0.15psipsipsipsi OK +0.90D 0.53 5.91 5.91 82.16 0.07psipsipsipsi OK +1.20D+L+0.20S 3.03 11.51 11.51 82.16 0.14psipsipsipsi OK One Way Shear Z Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 4.27 4.16 9.19 82.16 0.11psipsipsipsi OK+1.20D+1.60L 8.94 8.71 13.02 82.16 0.16psipsipsipsi OK+1.20D+1.60L+0.50S 10.01 9.75 14.07 82.16 0.17psipsipsipsi OK+1.20D+L 6.96 6.78 11.09 82.16 0.14psipsipsipsi OK+1.20D 3.66 3.56 7.88 82.16 0.10psipsipsipsi OK+1.20D+L+1.60S 10.39 10.11 14.43 82.16 0.18psipsipsipsi OK+1.20D+1.60S 7.08 6.90 11.21 82.16 0.14psipsipsipsi OK General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 3 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: One Way Shear Z Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.20D+L+0.50S 8.03 7.82 12.14 82.16 0.15psipsipsipsi OK +0.90D 2.74 2.67 5.91 82.16 0.07psipsipsipsi OK+1.20D+L+0.20S 7.39 7.19 11.51 82.16 0.14psipsipsipsi OK Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVuPhi*VnLoad Combination... +1.40D 22.15 164.32 0.1348 OKpsipsi +1.20D+1.60L 46.38 164.32 0.2823 OKpsipsi +1.20D+1.60L+0.50S 51.94 164.32 0.3161 OKpsipsi +1.20D+L 36.11 164.32 0.2197 OKpsipsi +1.20D 18.98 164.32 0.1155 OKpsipsi +1.20D+L+1.60S 53.87 164.32 0.3279 OKpsipsi +1.20D+1.60S 36.75 164.32 0.2236 OKpsipsi +1.20D+L+0.50S 41.66 164.32 0.2535 OKpsipsi +0.90D 14.24 164.32 0.08664 OKpsipsi +1.20D+L+0.20S 38.33 164.32 0.2333 OKpsipsi General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 2 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksfwhen max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 7.0 ft Length parallel to Z-Z Axis = 7.0 ft =Pedestal dimensions...px : parallel to X-X Axis inpz : parallel to Z-Z Axis inHeight== in Footing Thickness = 16.0 in= Rebar Centerline to Edge of Concrete...=inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5Number of Bars =8.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5Number of Bars =8.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 19.670 24.010 10.860 D Lr ksf L S P : Column LoadOB : Overburden =k W E M-zz V-x = =k V-z k M-xx = 19.955 k-ft= k-ft H = General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 2 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9827 Soil Bearing 1.474 ksf 1.50 ksf +D+0.750L+0.750S about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 5.112 Overturning - Z-Z 19.955 k-ft 102.002 k-ft D Only PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.5028 Z Flexure (+X)10.142 k-ft/ft 20.172 k-ft/ft +1.20D+1.60L+0.50S PASS 0.3332 Z Flexure (-X)6.721 k-ft/ft 20.172 k-ft/ft +1.20D+1.60L+0.50S PASS 0.4180 X Flexure (+Z)8.431 k-ft/ft 20.172 k-ft/ft +1.20D+1.60L+0.50S PASS 0.4180 X Flexure (-Z)8.431 k-ft/ft 20.172 k-ft/ft +1.20D+1.60L+0.50S PASS 0.3152 1-way Shear (+X)25.895 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.2111 1-way Shear (-X)17.343 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.2631 1-way Shear (+Z)21.619 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.2631 1-way Shear (-Z)21.619 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.5917 2-way Punching 97.224 psi 164.317 psi +1.20D+1.60L+0.50S Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.5948 0.5948 n/a 0.3970.0n/a X-X, +D+L 1.50 n/a1.085 1.085 n/a 0.7230.0n/a X-X, +D+S 1.50 n/a0.8164 0.8164 n/a 0.5440.0n/a X-X, +D+0.750L 1.50 n/a0.9623 0.9623 n/a 0.6420.0n/a X-X, +D+0.750L+0.750S 1.50 n/a1.128 1.128 n/a 0.7520.0n/a X-X, +0.60D 1.50 n/a0.3569 0.3569 n/a 0.2380.0n/a Z-Z, D Only 1.50 0.2492n/a n/a 0.9403 0.627n/a8.217 Z-Z, +D+L 1.50 0.7392n/a n/a 1.430 0.953n/a4.505 Z-Z, +D+S 1.50 0.4708n/a n/a 1.162 0.775n/a5.986 Z-Z, +D+0.750L 1.50 0.6167n/a n/a 1.308 0.872n/a5.079 Z-Z, +D+0.750L+0.750S 1.50 0.7829n/a n/a 1.474 0.983n/a4.331 Z-Z, +0.60D 1.50 0.1495n/a n/a 0.5642 0.376n/a8.217 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio X-X, D Only None 0.0 k-ft Infinity OK X-X, +D+L None 0.0 k-ft Infinity OKX-X, +D+S None 0.0 k-ft Infinity OK X-X, +D+0.750L None 0.0 k-ft Infinity OKX-X, +D+0.750L+0.750S None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OKZ-Z, D Only 19.955 k-ft 102.002 k-ft 5.112 OK Z-Z, +D+L 19.955 k-ft 186.037 k-ft 9.323 OKZ-Z, +D+S 19.955 k-ft 140.012 k-ft 7.016 OK Z-Z, +D+0.750L 19.955 k-ft 165.028 k-ft 8.270 OKZ-Z, +D+0.750L+0.750S 19.955 k-ft 193.535 k-ft 9.699 OKZ-Z, +0.60D 11.973 k-ft 61.201 k-ft 5.112 OK Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ftAs Req'd Footing Flexure Tensionk-ft Actual As StatusMuSideSurfaceGvrn. As Phi*Mn X-X, +1.40D 3.442 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OKX-X, +1.40D 3.442 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 2 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.20D+1.60L 7.753 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+1.60L 7.753 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+1.60L+0.50S 8.431 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+1.60L+0.50S 8.431 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+L 5.952 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+L 5.952 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D 2.951 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D 2.951 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+L+1.60S 8.124 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+L+1.60S 8.124 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+1.60S 5.123 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+1.60S 5.123 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+L+0.50S 6.631 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+L+0.50S 6.631 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +0.90D 2.213 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +0.90D 2.213 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+L+0.20S 6.223 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+L+0.20S 6.223 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.40D 1.447 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.40D 5.438 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+1.60L 6.042 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+1.60L 9.463 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+1.60L+0.50S 6.721 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+1.60L+0.50S 10.142 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+L 4.241 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+L 7.662 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D 1.240 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D 4.661 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+L+1.60S 6.413 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+L+1.60S 9.834 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+1.60S 3.412 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+1.60S 6.833 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+L+0.50S 4.920 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+L+0.50S 8.341 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +0.90D 0.9302 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +0.90D 3.496 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+L+0.20S 4.513 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+L+0.20S 7.934 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK One Way Shear X Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 3.84 13.82 13.82 82.16 0.17psipsipsipsi OK +1.20D+1.60L 15.60 24.15 24.15 82.16 0.29psipsipsipsi OK +1.20D+1.60L+0.50S 17.34 25.90 25.90 82.16 0.32psipsipsipsi OK +1.20D+L 10.99 19.54 19.54 82.16 0.24psipsipsipsi OK +1.20D 3.29 11.84 11.84 82.16 0.14psipsipsipsi OK +1.20D+L+1.60S 16.55 25.11 25.11 82.16 0.31psipsipsipsi OK +1.20D+1.60S 8.86 17.41 17.41 82.16 0.21psipsipsipsi OK +1.20D+L+0.50S 12.73 21.28 21.28 82.16 0.26psipsipsipsi OK +0.90D 2.47 8.88 8.88 82.16 0.11psipsipsipsi OK +1.20D+L+0.20S 11.68 20.23 20.23 82.16 0.25psipsipsipsi OK One Way Shear Z Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 8.83 8.83 13.82 82.16 0.17psipsipsipsi OK+1.20D+1.60L 19.88 19.88 24.15 82.16 0.29psipsipsipsi OK+1.20D+1.60L+0.50S 21.62 21.62 25.90 82.16 0.32psipsipsipsi OK+1.20D+L 15.26 15.26 19.54 82.16 0.24psipsipsipsi OK+1.20D 7.57 7.57 11.84 82.16 0.14psipsipsipsi OK+1.20D+L+1.60S 20.83 20.83 25.11 82.16 0.31psipsipsipsi OK+1.20D+1.60S 13.14 13.14 17.41 82.16 0.21psipsipsipsi OK+1.20D+L+0.50S 17.00 17.00 21.28 82.16 0.26psipsipsipsi OK+0.90D 5.67 5.67 8.88 82.16 0.11psipsipsipsi OK General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 2 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: One Way Shear Z Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.20D+L+0.20S 15.96 15.96 20.23 82.16 0.25psipsipsipsi OK Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVuPhi*VnLoad Combination... +1.40D 39.69 164.32 0.2416 OKpsipsi +1.20D+1.60L 89.40 164.32 0.5441 OKpsipsi +1.20D+1.60L+0.50S 97.22 164.32 0.5917 OKpsipsi +1.20D+L 68.63 164.32 0.4177 OKpsipsi +1.20D 34.02 164.32 0.2071 OKpsipsi +1.20D+L+1.60S 93.68 164.32 0.5701 OKpsipsi +1.20D+1.60S 59.07 164.32 0.3595 OKpsipsi +1.20D+L+0.50S 76.46 164.32 0.4653 OKpsipsi +0.90D 25.52 164.32 0.1553 OKpsipsi +1.20D+L+0.20S 71.76 164.32 0.4367 OKpsipsi General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 1 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksfwhen max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 8.0 ft Length parallel to Z-Z Axis = 8.0 ft =Pedestal dimensions...px : parallel to X-X Axis inpz : parallel to Z-Z Axis inHeight== in Footing Thickness = 16.0 in= Rebar Centerline to Edge of Concrete...=inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5Number of Bars =9.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5Number of Bars =9.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 24.350 36.90 15.880 D Lr ksf L S P : Column LoadOB : Overburden =k W E M-zz V-x = =k V-z k M-xx = 19.955 k-ft= k-ft H = General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 1 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9493 Soil Bearing 1.424 ksf 1.50 ksf +D+0.750L+0.750S about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 7.361 Overturning - Z-Z 19.955 k-ft 146.893 k-ft D Only PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.6807 Z Flexure (+X)13.521 k-ft/ft 19.865 k-ft/ft +1.20D+1.60L+0.50S PASS 0.530 Z Flexure (-X)10.529 k-ft/ft 19.865 k-ft/ft +1.20D+1.60L+0.50S PASS 0.6053 X Flexure (+Z)12.025 k-ft/ft 19.865 k-ft/ft +1.20D+1.60L+0.50S PASS 0.6053 X Flexure (-Z)12.025 k-ft/ft 19.865 k-ft/ft +1.20D+1.60L+0.50S PASS 0.3781 1-way Shear (+X)31.066 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.2974 1-way Shear (-X)24.434 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.3378 1-way Shear (+Z)27.750 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.3378 1-way Shear (-Z)27.750 psi 82.158 psi +1.20D+1.60L+0.50S PASS 0.8491 2-way Punching 139.518 psi 164.317 psi +1.20D+1.60L+0.50S Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.5738 0.5738 n/a 0.3830.0n/a X-X, +D+L 1.50 n/a1.150 1.150 n/a 0.7670.0n/a X-X, +D+S 1.50 n/a0.8219 0.8219 n/a 0.5480.0n/a X-X, +D+0.750L 1.50 n/a1.006 1.006 n/a 0.6710.0n/a X-X, +D+0.750L+0.750S 1.50 n/a1.192 1.192 n/a 0.7950.0n/a X-X, +0.60D 1.50 n/a0.3443 0.3443 n/a 0.2300.0n/a Z-Z, D Only 1.50 0.3423n/a n/a 0.8053 0.537n/a6.521 Z-Z, +D+L 1.50 0.9189n/a n/a 1.382 0.921n/a3.253 Z-Z, +D+S 1.50 0.5904n/a n/a 1.053 0.702n/a4.552 Z-Z, +D+0.750L 1.50 0.7747n/a n/a 1.238 0.825n/a3.718 Z-Z, +D+0.750L+0.750S 1.50 0.9608n/a n/a 1.424 0.949n/a3.138 Z-Z, +0.60D 1.50 0.2054n/a n/a 0.4832 0.322n/a6.521 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio X-X, D Only None 0.0 k-ft Infinity OK X-X, +D+L None 0.0 k-ft Infinity OKX-X, +D+S None 0.0 k-ft Infinity OK X-X, +D+0.750L None 0.0 k-ft Infinity OKX-X, +D+0.750L+0.750S None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OKZ-Z, D Only 19.955 k-ft 146.893 k-ft 7.361 OK Z-Z, +D+L 19.955 k-ft 294.493 k-ft 14.758 OKZ-Z, +D+S 19.955 k-ft 210.413 k-ft 10.544 OK Z-Z, +D+0.750L 19.955 k-ft 257.593 k-ft 12.909 OKZ-Z, +D+0.750L+0.750S 19.955 k-ft 305.233 k-ft 15.296 OKZ-Z, +0.60D 11.973 k-ft 88.136 k-ft 7.361 OK Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ftAs Req'd Footing Flexure Tensionk-ft Actual As StatusMuSideSurfaceGvrn. As Phi*Mn X-X, +1.40D 4.261 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OKX-X, +1.40D 4.261 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 1 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.20D+1.60L 11.033 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+1.60L 11.033 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+1.60L+0.50S 12.025 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+1.60L+0.50S 12.025 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+L 8.265 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+L 8.265 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D 3.653 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D 3.653 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+L+1.60S 11.441 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+L+1.60S 11.441 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+1.60S 6.829 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+1.60S 6.829 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+L+0.50S 9.258 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+L+0.50S 9.258 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +0.90D 2.739 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +0.90D 2.739 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+L+0.20S 8.662 +Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK X-X, +1.20D+L+0.20S 8.662 -Z Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.40D 2.515 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.40D 6.007 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+1.60L 9.536 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+1.60L 12.529 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+1.60L+0.50S 10.529 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+1.60L+0.50S 13.521 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+L 6.769 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+L 9.761 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D 2.156 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D 5.149 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+L+1.60S 9.945 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+L+1.60S 12.937 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+1.60S 5.332 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+1.60S 8.325 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+L+0.50S 7.761 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+L+0.50S 10.754 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +0.90D 1.617 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +0.90D 3.862 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+L+0.20S 7.166 -X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK Z-Z, +1.20D+L+0.20S 10.158 +X Bottom 0.3456 ACI 7.6.1.1 0.3488 19.865 OK One Way Shear X Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 5.97 13.70 13.70 82.16 0.17psipsipsipsi OK +1.20D+1.60L 22.14 28.78 28.78 82.16 0.35psipsipsipsi OK +1.20D+1.60L+0.50S 24.43 31.07 31.07 82.16 0.38psipsipsipsi OK +1.20D+L 15.76 22.39 22.39 82.16 0.27psipsipsipsi OK +1.20D 5.11 11.74 11.74 82.16 0.14psipsipsipsi OK +1.20D+L+1.60S 23.09 29.72 29.72 82.16 0.36psipsipsipsi OK +1.20D+1.60S 12.44 19.07 19.07 82.16 0.23psipsipsipsi OK +1.20D+L+0.50S 18.05 24.68 24.68 82.16 0.30psipsipsipsi OK +0.90D 3.84 8.81 8.81 82.16 0.11psipsipsipsi OK +1.20D+L+0.20S 16.67 23.31 23.31 82.16 0.28psipsipsipsi OK One Way Shear Z Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 9.83 9.83 13.70 82.16 0.17psipsipsipsi OK+1.20D+1.60L 25.46 25.46 28.78 82.16 0.35psipsipsipsi OK+1.20D+1.60L+0.50S 27.75 27.75 31.07 82.16 0.38psipsipsipsi OK+1.20D+L 19.07 19.07 22.39 82.16 0.27psipsipsipsi OK+1.20D 8.43 8.43 11.74 82.16 0.14psipsipsipsi OK+1.20D+L+1.60S 26.40 26.40 29.72 82.16 0.36psipsipsipsi OK+1.20D+1.60S 15.76 15.76 19.07 82.16 0.23psipsipsipsi OK+1.20D+L+0.50S 21.36 21.36 24.68 82.16 0.30psipsipsipsi OK+0.90D 6.32 6.32 8.81 82.16 0.11psipsipsipsi OK General Footing LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Footing 1 Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:22PM Project Descr: One Way Shear Z Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.20D+L+0.20S 19.99 19.99 23.31 82.16 0.28psipsipsipsi OK Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVuPhi*VnLoad Combination... +1.40D 49.44 164.32 0.3009 OKpsipsi +1.20D+1.60L 128.00 164.32 0.779 OKpsipsi +1.20D+1.60L+0.50S 139.52 164.32 0.8491 OKpsipsi +1.20D+L 95.89 164.32 0.5836 OKpsipsi +1.20D 42.38 164.32 0.2579 OKpsipsi +1.20D+L+1.60S 132.74 164.32 0.8078 OKpsipsi +1.20D+1.60S 79.23 164.32 0.4822 OKpsipsi +1.20D+L+0.50S 107.41 164.32 0.6537 OKpsipsi +0.90D 31.78 164.32 0.1934 OKpsipsi +1.20D+L+0.20S 100.50 164.32 0.6116 OKpsipsi Point Load on Slab LIC# : KW-06011727, Build:20.24.03.04 Jones Engineers Inc.(c) ENERCALC INC 1983-2023 DESCRIPTION:Column Foundation Jones Engineers, Inc. 4164 Meridian St, Suite 304 Bellingham, WA 98226 (360) 733-8888 Project File: 23278-Sonia-Apt.ec6 Project Title:Sonia AptEngineer:TSNProject ID:23278 Printed: 12 MAR 2024, 8:23PM Project Descr: Code References Calculations per IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 Analytical Values 100.03,122.03.0 0.150 3.0 : 1 12.0 - LRFD Reduction Factor 0.850I Min. Adjacent Load Distance in69.464 ksif'c - Concrete Compressive Strength ksi pcid - Slab Thickness in Ks - Soil Modulus of Subgrade ReactionEc - Concrete Elastic Modulus - Poisson's Ratio FS - Req'd Factor of Safety P Pn = 1.72 [ (Ks R1 / Ec) 10,000 + 3.6] Fr d^2 Min Adjacent Column Distance = R1 = 50% plate average dimension = sqrt( PlWid * PlLen) /2 d - Slab Thickness Ec = Concrete elastic modulus u - Poisson's ratio Fr - Concrete modulus of rupture = 7.5 * sqrt( f'c )d - Slab Thickness Ks = Soil modulus of subgrade reaction Ks = Soil modulus of subgrade reaction Ec = Concrete elastic modulus 1.5 * ( [ Ec d^3 / (12 * ( 1- u^2 ) Ks ] ^ 1/4 ) Analysis Formulas GoverningApplied Concentrated Load on Plate - (kip) E Check(in)LenWidLoad ID Plate L Pu Phi*PnR1(in)D Lr S W Ld Comb (kip)(kip) Load & Capacity Table column 15.88 Pass, FS= 5.25 >= 37.0014.00 14.00 36.9024.35 96.2+1.20D+1.60L+0.50S 505.2 S1.0 FO U N D A T I O N P L A N SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E 2N D F L O O R F R A M I N G PL A N SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S1.1 GA R A G E S H E A R W A L L PL A N SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S1.2 · · · · · S1.3 3R D F L O O R F R A M I N G PL A N SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S1.4 2N D F L O O R SH E A R W A L L P L A N SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E · · · · · · · · · · · S1.5 3R D F L O O R R O O F FR A M I N G P L A N SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S1.6 3R D F L O O R S H E A R W A L L PL A N SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S1.7 RO O F T A R R A C E FR A M I N G & S H E A R W A L L PL A N SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E ST R U C T U R A L D E T A I L S SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S2.0 ST R U C T U R A L D E T A I L S SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S2.1 ST R U C T U R A L D E T A I L S SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S2.2 ׀׀ ^ ST R U C T U R A L N O T E S SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S3.0 ST R U C T U R A L N O T E S SO N I A I N C . NE W M U L T I - F A M I L Y R E S I D E N C E S3.1