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HomeMy WebLinkAboutBLD2021-00220 - WITHDRAWNPermit Application Page 1 of 2 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us PERMIT APPLICATION Steps in the Permit Process: -Review application checklist to ensure all information is completed prior to submitting application. -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application; it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit # Related Application #s: MLA # Site Information Assessor Tax Parcel Number: Site Address and/or Directions to Property: Access (name of street(s)) from which access will be gained: Present use of property: Description of Work (include proposed uses): Wastewater - Sewage Disposal This property is served by Port Townsend or Port Ludlow sewer system? YES NO If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: Septic Septic Permit #: Community Septic Name of System: Case #: Are other residences connected to the septic system? Additions or repairs to sewage system: Is it a complete or partial system installation: Complete Partial Has a reserve drainfield been designated? Yes No Date of Last Operations & Maintenance check: Attach last report to application Describe or attach any drainfield easements, covenants or notices on title, which may impact the property: Apr 08 2021 Permit Application Page 2 of 2 The authorized agent/representative is the primary contact for all project-related questions and correspondence. The County will mail / e-mail requests and information about the application to the authorized agent/representative and will copy (cc) the owner noted below. The authorized agent/representative is responsible for communicating the information to all parties involved with the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts County email (i.e., Applicant/Property Owner Information Property Owner: Name: Address: Phone #: E-mail Address: Please contact Authorized Agent/Representative with project info. (select only one). Property Owner Signature: Date: Note: For projects with multiple owners, attach a separate sheet with each owner(s) information and signatures. Applicant: Authorized Agent/Representative (If other than owner) Name: Address: Phone #: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: License # Address: Phone #: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: License # Address: Phone #: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: License # Address: Phone #: E-mail Address: By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of his or her knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal, state and county laws and regulations and I agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Applicant may visits related to this application and subsequent permit issuance. Signature: Print Name: Date: ______________ Apr 08 2021 Supplemental SFR 1 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us SUPPLEMENTAL APPLICATION RESIDENTIAL OR COMMERCIAL BLDG PERMIT For Department Use Only Receipt #: Date: Related Application #s:Payment #: Site Information Owner Name: Assessor Tax Parcel #: Type of Building New Replacement Relocated Addition Repair Demolition * *A separate permit is required Select One: Single Family Residence Modular Other list Proposed Building/Project Number of floors # new bedrooms existing total bed # new bathrooms existing total bath Heat Source Select all that apply: Electric Heating Oil Wood Propane Enter the square footage (sq/ft) that applies in each field: Structure Existing Sq/Ft Proposed Sq/Ft ICC Valuation (Office Use) Residential / Commercial Main Floor Residential / Commercial Second Floor Additional Floors - heated / unheated Basement - unfinished Basement - finished space or habitable Detached Garage - heated / unheated Attached Garage - heated / unheated Garage 2nd fl - unfinished storage Garage 2nd fl - finished space or habitable Carport - 2 walls or less Deck - uncovered Covered porch Other (shed, barn, pole bldg,etc.) Estimated Cost of Project (Required): $ $ Apr 08 2021 Supplemental SFR 2 List existing buildings on property (i.e. house, garage, accessory dwelling unit, shed, barn, mobile home, other): All Existing Buildings on Property Use Builders Statement The signer of this statement certifies that they are the Owners of the parcel referenced herein, that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Print Name: Date: _____________ By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of his or her knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in making any issued permit null and void. Signature: Print Name: Date: For Department Use Only Building Permit Fees Building Base Plan Check Review Land Use Review $2 .00 Septic Review $1 .00 Potable Water $1 .00 Technology/Scan $24.00 State Fee $6.50 Other Fees Shoreline Exemption Zoning Zoning Other New Address Technology Fee 5% Total Fees Receipt # Date: Cash/Check/CC: Apr 08 2021 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street | Port Townsend, WA 98368 360-379-4450 | email: dcd@co.jefferson.wa.us www.co.jefferson.wa.us/commdevelopment May 14, 2021 JOANNA & GEORGE SAVILLE PO BOX 772 OURAY CO 81427-0772 RE: SITE ADDRESS: 235 BLUEJAY LN CASE #: BLD2021-00220 Dear JOANNA & GEORGE SAVILLE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. The proposal shows the addition of a stormwater system and a portion of the driveway within the 75-foot buffer of the offsite stream. Development within a critical buffer is prohibited unless the applicant applies for and is approved for a buffer reduction proposal with mitigation consistent with Jefferson County Code (JCC) 18.22. Additionally, the proposed stormwater method is not consistent with the 2019 Stormwater Management Manual for Western Washington. The proposal is unclear and not complete. Infiltration (i.e. drywell, infiltration trench) cannot be supported on the site due to a high-water table and low permeability. The likely alternative would be a dispersion trench located outside of the buffer and designed to the standards. There will be a link in the email that accompanies this letter. The proposal for sheet flow for the driveway controls must include a 2-foot-wide transition area followed by a 10-foot-wide vegetated flow path (drainage rock - design guidelines also attached to the email). Please redesign the stormwater management and correct the forms, which are filled out incorrectly. Alternatively, you can hire a Stormwater Engineer to design your proposal. Development within a Geologically Hazardous Area that requires a geotechnical report, must also have the property owners sign a Notice to Title / Hold Harmless to record against the property. Please see the attached form, have it notarized, return for DCD approval. Once DCD grants approval (signs the form), you will be contacted by our department to have the document recorded at the Jefferson County Auditor's Office (currently by appointment only). The house sits over the property line of two parcels and must either be formally combined with a lot combination or tied together with a restrictive covenant (this is a separate document than the covenant completed for the septic system). Please see the attached document and follow the same procedure noted above for the Notice to Title. Please submit the above information to the Department of Community Development within 90 days of the date of this letter which would be 8/12/2021. Please call 360-379-4454 to speak with the assigned planner if you have any questions. Sincerely, _____________________________________ Shannen Cartmel Department of Community Development Staff Apr 08 2021 Apr 08 2021 Apr 08 2021 Apr 08 2021 Apr 08 2021 Apr 08 2021 Apr 08 2021 Apr 08 2021 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative ___________________________________________ Date ___________________________ 1. Small Dwelling Unit: 1.5 credits 2. Medium Dwelling Unit: 3.5 credits 3. Large Dwelling Unit: 4.5 credits 4. Additions less than 500 square feet: .5 credits Option Credit(s) 1a Efficient Building Envelope 1a 0.5 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 1d Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 1.0 5a Efficient Water Heating 5a 0.5 0.5 5b Efficient Water Heating 5b 1.0 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions Slabd R-Value & Depth 49j 21 int 21/21h 30g 10, 2 ft Ceilingk Wood Frame Wallg,m,n Mass Wall R-Valuei Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Dwelling units exceeding 5000 square feet of conditioned floor area. Description Table R406.2 Summary Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 357 Bluejay Lane Port Ludlow, Wa George "Mike" Saville po box 772 Ouray colorado 81432 All Climate Zones 0.029 0.042 n/a 10/15/21 int + TB n/a n/a n/a 0.056 0.30 0.50 n/a 0.026 0.056 Floor Below Grade Wallc,m Glazed Fenestration SHGCb,e Fenestration U-Factorb Skylight U-Factor U-FactoraR-Valuea Jun 03 2021 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which 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. The SHGC column applies to all glazed fenestration. c "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the 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.+TB" 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. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. i The second R-value applies when more than half the insulation is on the interior of the mass wall. j Reserved. k For single rafter- or joist-vaulted ceilings, the insulation may be reduced to R-38. l Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Jun 03 2021 Supplemental Potable Water 1 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us SUPPLEMENTAL APPLICATION DETERMINATION OF ADEQUATE POTABLE WATER Owner Name: Parcel No. Site Address: Water Source Existing Proposed Attach Copies of: Private well 1)Well Logs (if no log report on file, a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N, Chloride 2-Party Well Items above AND recorded Operations & Maintenance agreement and recorded Easement. Alternative System: Provide justification and design per Jefferson County Environmental Health policy 97-01 www.jeffersoncountypublichealth.org/pdf/Policy_97-01_Rainwater_Collection.pdf Valid Water Right Permit: Lab Analysis as required under private well above. Generally applies to springs, attach copy. Public Water: Name of Water Provider: -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement, then a Right-of-Way application will be needed. Resolution #99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings. By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of his, her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this application will be performed in compliance with all applicable federal, state and county laws and regulations and I agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. and subsequent permit issuance. Signature: Print Name: Date: FOR OFFICE USE ONLY 1) Water Right Permit # 3) Individual Well 2) Public Water Supply WS ID# Meets Water Quality Standards? Yes No In Compliance Yes No WRIA 17 Subbasin SIPZ -Coastal / Moderate / High Yes No Based upon information provided by the applicant, it appears that the potable water supply: Meets Conditionally Meets Does not Meet Apr 08 2021 Supplemental Potable Water 2 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us WATER AVAILABILITY NOTIFICATION PUBLIC WATER SYSTEM TO: Jefferson County Environmental Health Department FROM: _____________________________________________ (Water System Name) System Operator: ________________________________________________________ State ID Number: _________________________________________________________ Total connections for which system is approved: ______________________________ Number of service connections existing (in use): ______________________________ Number of service connections committed: ___________________________________ Date and results of most recent water bacteriological analysis: _____/_____/_____ _________________________________________________________________________ _________________________________________________________________________ The __________________________________________________________ water system is capable of and will supply potable water to the following location: Ass Legal Description: ________________________________________________________ _________________________________________________________________________ Site Address: _____________________________________________________________ _________________________________________________________________________ Operator Signature: _______________________________________________________ Date: ____/____/____ EXPIRATION DATE OF THIS SERVICE COMMITMENT: ____/___/____ Apr 08 2021 Apr 08 2021 Supplemental Potable Water 1 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us SUPPLEMENTAL APPLICATION DETERMINATION OF ADEQUATE POTABLE WATER Owner Name: Parcel No. Site Address: Water Source Existing Proposed Attach Copies of: Private well 1)Well Logs (if no log report on file, a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N, Chloride 2-Party Well Items above AND recorded Operations & Maintenance agreement and recorded Easement. Alternative System: Provide justification and design per Jefferson County Environmental Health policy 97-01 www.jeffersoncountypublichealth.org/pdf/Policy_97-01_Rainwater_Collection.pdf Valid Water Right Permit: Lab Analysis as required under private well above. Generally applies to springs, attach copy. Public Water: Name of Water Provider: -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement, then a Right-of-Way application will be needed. Resolution #99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings. By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of his, her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this application will be performed in compliance with all applicable federal, state and county laws and regulations and I agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. and subsequent permit issuance. Signature: Print Name: Date: FOR OFFICE USE ONLY 1) Water Right Permit # 3) Individual Well 2) Public Water Supply WS ID# Meets Water Quality Standards? Yes No In Compliance Yes No WRIA 17 Subbasin SIPZ -Coastal / Moderate / High Yes No Based upon information provided by the applicant, it appears that the potable water supply: Meets Conditionally Meets Does not Meet Apr 08 2021 Supplemental Potable Water 2 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us WATER AVAILABILITY NOTIFICATION PUBLIC WATER SYSTEM TO: Jefferson County Environmental Health Department FROM: _____________________________________________ (Water System Name) System Operator: ________________________________________________________ State ID Number: _________________________________________________________ Total connections for which system is approved: ______________________________ Number of service connections existing (in use): ______________________________ Number of service connections committed: ___________________________________ Date and results of most recent water bacteriological analysis: _____/_____/_____ _________________________________________________________________________ _________________________________________________________________________ The __________________________________________________________ water system is capable of and will supply potable water to the following location: Ass Legal Description: ________________________________________________________ _________________________________________________________________________ Site Address: _____________________________________________________________ _________________________________________________________________________ Operator Signature: _______________________________________________________ Date: ____/____/____ EXPIRATION DATE OF THIS SERVICE COMMITMENT: ____/___/____ Apr 08 2021 Apr 08 2021 stormwater calc worksheet QR code REV. 5/31/2019 page 1 of 2 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us STORMWATER CALCULATION WORKSHEET PARCEL # PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to quired in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised of plant species, other than noxious weeds, which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock, western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION, AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded, filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert ¾ acres or more of Construction site for structures _________________ sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. ____________________ sq/ft Circle:Yes No Well, utilities, etc. ___________________________ sq/ft Does the project convert 2 ½ acres or more of native vegetation to pasture? Driveway, parking, roads, etc. ___________________sq/ft Circle:Yes No Lawn, landscaping, etc. ______________________ sq/ft Other compacted surface, etc. _________________ sq/ft Indicate Total Volumes of Proposed: (Includes BMP T5.13 Fill Volume) Temporary construction area ______________ sq/ft Total Land Disturbance ____________________ sq/ft Cut __________ Fill __________ (cu/yd) PARCEL SIZE (I.E., SITE) Size of parcel _________ acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet _________________ sq/ft Scan the QR code to access the digital form Apr 08 2021 stormwater calc worksheet QR code REV. 5/31/2019 page 2 of 2 ~ Applicants for small Construction Stormwater Pollution Prevention. Please submit the Small Project Certification (Worksheet s). The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPPP) Best Management Practices (BMPs) Fact Sheet . ~ Applicants for medium those that must meet only Minimum Requirements #1 through #5 must submit Worksheet A1 and B1, a stormwater site plan and a construction stormwater pollution prevention site plan (See Reference A1A and B1A for guidance).). ~ Large those that must meet all 9 Minimum Requirements must submit Worksheet A1 and B1, a stormwater site plan and a construction stormwater pollution prevention site plan (See Reference A1A and B1A for guidance). Large projects also may require engineering. See Worksheet L to determine additional large project requirements. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. ________________________________________ ________________________ (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) STORMWATER CALCULATIONS IMPERVIOUS SURFACE Impervious surface is a hard surface that either prevents or slows the entry of water into the soil as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. NEW EXISTING Structures (all roof area) _________________sq/ft Structures (all roof area) _________________sq/ft Sidewalks _________________sq/ft Sidewalks _________________sq/ft Patios _________________sq/ft Patios _________________sq/ft Solid Decks _________________sq/ft Solid Decks _________________sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc _______________sq/ft Driveway, parking, roads, etc _______________sq/ft Other _________________sq/ft Other _________________sq/ft Total New _________________sq/ft Total Existing _________________sq/ft TOTAL NEW + TOTAL EXISTING* _________________sq/ft *This amount will be used to check total lot coverage. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage. ____________% Does the site have > 35% or more existing impervious surface? The proposal is considered new development. Answer questions in Figure 2.4.1 Flow Chart for New Development to determine project size (next page). The proposal is considered redevelopment Answer questions in Figure 2.4.2. Flow Chart for Redevelopment to determine project size (next page). yes no Apr 08 2021 Apr 08 2021 Apr 08 2021 construction Pollution Prevention Page 1 of 3 5/31/2019 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us CONSTRUCTION STORMWATER POLLUTION PREVENTION Best Management Practices (BMPs) Fact Sheet Stormwater Calculation Worksheet ), submit Worksheet S Small Project Certification. Additionally, the applicant shall consider the twelve Construction Stormwater Pollution Prevention elements and implement applicable BMPs. A set of useful BMPs for typical rural residential construction is attached. There is no additional submittal required as part of the permit application. applicants must submit a Construction Stormwater Pollution Prevention Plan (SWPPP) and a Stormwater Site Plan (applicants may use Worksheet B1 or equivalent). The following twelve elements must be considered for Construction Stormwater Pollution Prevention before and during the construction phase of the project: 1. Mark Clearing Limits 7. Protect Drain Inlets 2. Establish Construction Access 8. Stabilize Channels and Outlets 3. Control Flow Rates 9. Control Pollutants 4. Install Sediment Controls 10. Control De-Watering 5. Stabilize Soils 11. Maintain Best Management Practices 6. Protect Slopes 12. Manage The Project Each of the twelve elements is described in more detail below: 1.Mark Clearing Limits By minimizing the limits of clearing on the site, a builder can minimize stormwater runoff and provide effective control of pollution. 2.Establish Construction Access Much of the sediment that leaves a construction site does so on the wheels of delivery and construction vehicles that drive off a project site. Construction access must be limited to a single location and a properly constructed Stabilized Construction Entrance (BMP C105) should be included on the site. 3.Control Flow Rates Stormwater that leaves a project site unimpeded may exceed the capacity of the existing stormwater control facilities downstream and may contain sediment that may be deposited as the velocity of the runoff decreases. Stormwater protection on a construction site should include measures to control the flow rate of runoff from the site. This can be done by installing a Sediment Trap (BMP C240) or other measure that will impede the flow of water off a construction site. 4.Install Sediment Controls In addition to limiting the rate of stormwater flow off a construction site, measures should be put in place to treat the runoff and remove sediment. Limiting of the cleared area (Element 1) will assist in this effort, but there will be exposed soils that may move with the runoff. Suggested BMPs for controlling sediment include Straw Wattles (BMPC235), Brush Barrier (BMP C231), Gravel Filter Berm (BMP C232), and Silt Fence (BMP C233). Installation of a Sediment Trap (Element 3) is an additional sediment control feature. Apr 08 2021 construction Pollution Prevention Page 2 of 3 5/31/2019 5.Stabilize Soils An additional measure that can minimize sediment transport in runoff is to stabilize soils on the site with mulch or some other covering. This will limit the amount of soil that is exposed to rainfall, thus limiting the sediment that could potentially leave the site. BMPs that could be used for this include Mulching (BMP C121), Nets and Blankets (BMP C122), and Plastic Covering (BMP C123). During periods of dry weather dust can become a problem and sediment could be transported from the site in high winds. BMP C140 Dust Control should be followed to limit loss of soils in windy conditions. 6. Protect Slopes If the cleared area includes slopes of 3:1 (Horizontal: Vertical) or steeper, the slopes should be protected to limit runoff. If the slopes are not protected, rills and gullies may form, transporting sediment to the lower elevations and potentially off the construction site. The slopes should be graded to minimize erosion and runoff at the downstream end of the slopes, and runoff should be collected and treated. The following BMPs could be used Surface Roughening (BMP C130), Interceptor Dike and Swale (BMP C200), and Pipe Slope Drains (BMP C204). 7.Protect Drain Inlets Runoff from urban construction sites often discharges into existing stormwater collection systems. Water enters the collection system through drain inlets. If there are drain inlets downstream of a construction site, they should be protected using BMP C220 Storm Drain Inlet Protection. 8.Stabilize Channels and Outlets Any temporary on-site channels or ditches that are used to control runoff should be stabilized to prevent erosion in the channel. BMP C202 Channel Lining and BMP C209 Outlet Protection should be used. 9.Control Pollutants The best way to control pollution is to limit the source of pollution. Construction debris should be maintained in a safe location. Vehicle maintenance on the construction site should be minimized and any spill should be promptly cleaned up. Concrete spillage should be kept to a minimum and cleaning of the concrete trucks after they have unloaded should be done in an area that will not drain off site (see BMP C151 Concrete Handling). 10.Control Dewatering In some cases, excavation for the foundation or below ground structures will encounter ground water. This water must be removed (dewatered) from the excavation. Discharge of this ground water must be treated in a manner that will not cause damage downstream due to flow rates or added pollution. There are no specific BMP identified for this activity, but the water should be handled with care to assure that soils or other pollutants are not added to this flow. 11.Maintain BMPs Installation of the appropriate BMPs is not adequate to completely control stormwater runoff. The BMPs that have been installed on the project must be inspected and maintained during the duration of the construction project. In addition, the temporary controls that were installed for construction should be removed within 30 days of completion of the work. Typically, once construction has been completed, the ail and discharge water or sediment that had been previously trapped or contained. 12.Manage the Project Management of a project has four aspects: 1. Phasing construction to prevent transportation of runoff and sediment, 2. Limiting the work during seasons where large amounts of rainfall could be anticipated, 3. Coordination with Utilities and other Contractors, and 4. Inspection and Monitoring. All of these for aspects are important and must be followed to ensure a project that will have minimal impact on the environment. Volume II of the Manual contains additional BMPs that could be used on-site. The applicant is encouraged to review the Manual to see if other BMPs may be applicable to, or more useful on, a particular site. Apr 08 2021 construction Pollution Prevention Page 3 of 3 5/31/2019 Best Management Practices from 2014 Ecology Stormwater Management Manual The following BMPs for Construction Stormwater Pollution Prevention are sediment and erosion control measures for the construction phase of typical rural residential development. Some projects may not require implementation of all of these BMPs; others may require additional measures not listed here. II-4.1 Source Control BMPs BMP C101: Preserving Natural Vegetation BMP C102: Buffer Zones BMP C103: High Visibility Fence BMP C105: Stabilized Construction Entrance / Exit BMP C106: Wheel Wash BMP C107: Construction Road/Parking Area Stabilization BMP C120: Temporary and Permanent Seeding BMP C121: Mulching BMP C122: Nets and Blankets BMP C123: Plastic Covering BMP C124: Sodding BMP C125: Topsoiling / Composting BMP C126: Polyacrylamide (PAM) for Soil Erosion Protection BMP C130: Surface Roughening BMP C131: Gradient Terraces BMP C140: Dust Control BMP C150: Materials on Hand BMP C151: Concrete Handling BMP C152: Sawcutting and Surfacing Pollution Prevention BMP C153: Material Delivery, Storage and Containment BMP C154: Concrete Washout Area BMP C160: Certified Erosion and Sediment Control Lead BMP C162: Scheduling II-4.2 Runoff Conveyance and Treatment BMPs BMP C200: Interceptor Dike and Swale BMP C201: Grass-Lined Channels BMP C202: Channel Lining BMP C203: Water Bars BMP C204: Pipe Slope Drains BMP C205: Subsurface Drains BMP C206: Level Spreader BMP C207: Check Dams BMP C208: Triangular Silt Dike (TSD) (Geotextile-Encased Check Dam) BMP C209: Outlet Protection BMP C220: Storm Drain Inlet Protection BMP C231: Brush Barrier BMP C232: Gravel Filter Berm BMP C233: Silt Fence BMP C234: Vegetated Strip BMP C235: Wattles BMP C236: Vegetative Filtration BMP C240: Sediment Trap BMP C241: Temporary Sediment Pond BMP C251: Construction Stormwater Filtration Apr 08 2021 - Apr 08 2021 - - - - Apr 08 2021 stormwater calc worksheet QR code REV. 5/31/2019 page 1 of 2 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us STORMWATER CALCULATION WORKSHEET PARCEL # PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to quired in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised of plant species, other than noxious weeds, which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock, western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION, AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded, filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert ¾ acres or more of Construction site for structures _________________ sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. ____________________ sq/ft Circle: Yes No Well, utilities, etc. ___________________________ sq/ft Does the project convert 2 ½ acres or more of native vegetation to pasture? Driveway, parking, roads, etc. ___________________sq/ft Circle: Yes No Lawn, landscaping, etc. ______________________ sq/ft Other compacted surface, etc. _________________ sq/ft Indicate Total Volumes of Proposed: (Includes BMP T5.13 Fill Volume) Temporary construction area ______________ sq/ft Total Land Disturbance ____________________ sq/ft Cut __________ Fill __________ (cu/yd) PARCEL SIZE (I.E., SITE) Size of parcel _________ acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet _________________ sq/ft Scan the QR code to access the digital form stormwater calc worksheet QR code REV. 5/31/2019 page 2 of 2 ~ Applicants for small Construction Stormwater Pollution Prevention. Please submit the Small Project Certification (Worksheet s). The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPPP) Best Management Practices (BMPs) Fact Sheet . ~ Applicants for medium those that must meet only Minimum Requirements #1 through #5 must submit Worksheet A1 and B1, a stormwater site plan and a construction stormwater pollution prevention site plan (See Reference A1A and B1A for guidance).). ~ Large those that must meet all 9 Minimum Requirements must submit Worksheet A1 and B1, a stormwater site plan and a construction stormwater pollution prevention site plan (See Reference A1A and B1A for guidance). Large projects also may require engineering. See Worksheet L to determine additional large project requirements. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. ________________________________________ ________________________ (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) STORMWATER CALCULATIONS IMPERVIOUS SURFACE Impervious surface is a hard surface that either prevents or slows the entry of water into the soil as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. NEW EXISTING Structures (all roof area) _________________sq/ft Structures (all roof area) _________________sq/ft Sidewalks _________________sq/ft Sidewalks _________________sq/ft Patios _________________sq/ft Patios _________________sq/ft Solid Decks _________________sq/ft Solid Decks _________________sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc _______________sq/ft Driveway, parking, roads, etc _______________sq/ft Other _________________sq/ft Other _________________sq/ft Total New _________________sq/ft Total Existing _________________sq/ft TOTAL NEW + TOTAL EXISTING* _________________sq/ft *This amount will be used to check total lot coverage. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage. ____________% Does the site have > 35% or more existing impervious surface? The proposal is considered new development. Answer questions in Figure 2.4.1 Flow Chart for New Development to determine project size (next page). The proposal is considered redevelopment Answer questions in Figure 2.4.2. Flow Chart for Redevelopment to determine project size (next page). yes no construction Pollution Prevention Page 1 of 3 5/31/2019 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 | Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us CONSTRUCTION STORMWATER POLLUTION PREVENTION Best Management Practices (BMPs) Fact Sheet Stormwater Calculation Worksheet ), submit Worksheet S Small Project Certification. Additionally, the applicant shall consider the twelve Construction Stormwater Pollution Prevention elements and implement applicable BMPs. A set of useful BMPs for typical rural residential construction is attached. There is no additional submittal required as part of the permit application. applicants must submit a Construction Stormwater Pollution Prevention Plan (SWPPP) and a Stormwater Site Plan (applicants may use Worksheet B1 or equivalent). The following twelve elements must be considered for Construction Stormwater Pollution Prevention before and during the construction phase of the project: 1. Mark Clearing Limits 7. Protect Drain Inlets 2. Establish Construction Access 8. Stabilize Channels and Outlets 3. Control Flow Rates 9. Control Pollutants 4. Install Sediment Controls 10. Control De-Watering 5. Stabilize Soils 11. Maintain Best Management Practices 6. Protect Slopes 12. Manage The Project Each of the twelve elements is described in more detail below: 1. Mark Clearing Limits By minimizing the limits of clearing on the site, a builder can minimize stormwater runoff and provide effective control of pollution. 2. Establish Construction Access Much of the sediment that leaves a construction site does so on the wheels of delivery and construction vehicles that drive off a project site. Construction access must be limited to a single location and a properly constructed Stabilized Construction Entrance (BMP C105) should be included on the site. 3. Control Flow Rates Stormwater that leaves a project site unimpeded may exceed the capacity of the existing stormwater control facilities downstream and may contain sediment that may be deposited as the velocity of the runoff decreases. Stormwater protection on a construction site should include measures to control the flow rate of runoff from the site. This can be done by installing a Sediment Trap (BMP C240) or other measure that will impede the flow of water off a construction site. 4. Install Sediment Controls In addition to limiting the rate of stormwater flow off a construction site, measures should be put in place to treat the runoff and remove sediment. Limiting of the cleared area (Element 1) will assist in this effort, but there will be exposed soils that may move with the runoff. Suggested BMPs for controlling sediment include Straw Wattles (BMPC235), Brush Barrier (BMP C231), Gravel Filter Berm (BMP C232), and Silt Fence (BMP C233). Installation of a Sediment Trap (Element 3) is an additional sediment control feature. construction Pollution Prevention Page 2 of 3 5/31/2019 5. Stabilize Soils An additional measure that can minimize sediment transport in runoff is to stabilize soils on the site with mulch or some other covering. This will limit the amount of soil that is exposed to rainfall, thus limiting the sediment that could potentially leave the site. BMPs that could be used for this include Mulching (BMP C121), Nets and Blankets (BMP C122), and Plastic Covering (BMP C123). During periods of dry weather dust can become a problem and sediment could be transported from the site in high winds. BMP C140 Dust Control should be followed to limit loss of soils in windy conditions. 6. Protect Slopes If the cleared area includes slopes of 3:1 (Horizontal: Vertical) or steeper, the slopes should be protected to limit runoff. If the slopes are not protected, rills and gullies may form, transporting sediment to the lower elevations and potentially off the construction site. The slopes should be graded to minimize erosion and runoff at the downstream end of the slopes, and runoff should be collected and treated. The following BMPs could be used Surface Roughening (BMP C130), Interceptor Dike and Swale (BMP C200), and Pipe Slope Drains (BMP C204). 7. Protect Drain Inlets Runoff from urban construction sites often discharges into existing stormwater collection systems. Water enters the collection system through drain inlets. If there are drain inlets downstream of a construction site, they should be protected using BMP C220 Storm Drain Inlet Protection. 8. Stabilize Channels and Outlets Any temporary on-site channels or ditches that are used to control runoff should be stabilized to prevent erosion in the channel. BMP C202 Channel Lining and BMP C209 Outlet Protection should be used. 9. Control Pollutants The best way to control pollution is to limit the source of pollution. Construction debris should be maintained in a safe location. Vehicle maintenance on the construction site should be minimized and any spill should be promptly cleaned up. Concrete spillage should be kept to a minimum and cleaning of the concrete trucks after they have unloaded should be done in an area that will not drain off site (see BMP C151 Concrete Handling). 10. Control Dewatering In some cases, excavation for the foundation or below ground structures will encounter ground water. This water must be removed (dewatered) from the excavation. Discharge of this ground water must be treated in a manner that will not cause damage downstream due to flow rates or added pollution. There are no specific BMP identified for this activity, but the water should be handled with care to assure that soils or other pollutants are not added to this flow. 11. Maintain BMPs Installation of the appropriate BMPs is not adequate to completely control stormwater runoff. The BMPs that have been installed on the project must be inspected and maintained during the duration of the construction project. In addition, the temporary controls that were installed for construction should be removed within 30 days of completion of the work. Typically, once construction has been completed, the ail and discharge water or sediment that had been previously trapped or contained. 12. Manage the Project Management of a project has four aspects: 1. Phasing construction to prevent transportation of runoff and sediment, 2. Limiting the work during seasons where large amounts of rainfall could be anticipated, 3. Coordination with Utilities and other Contractors, and 4. Inspection and Monitoring. All of these for aspects are important and must be followed to ensure a project that will have minimal impact on the environment. Volume II of the Manual contains additional BMPs that could be used on-site. The applicant is encouraged to review the Manual to see if other BMPs may be applicable to, or more useful on, a particular site. construction Pollution Prevention Page 3 of 3 5/31/2019 Best Management Practices from 2014 Ecology Stormwater Management Manual The following BMPs for Construction Stormwater Pollution Prevention are sediment and erosion control measures for the construction phase of typical rural residential development. Some projects may not require implementation of all of these BMPs; others may require additional measures not listed here. II-4.1 Source Control BMPs BMP C101: Preserving Natural Vegetation BMP C102: Buffer Zones BMP C103: High Visibility Fence BMP C105: Stabilized Construction Entrance / Exit BMP C106: Wheel Wash BMP C107: Construction Road/Parking Area Stabilization BMP C120: Temporary and Permanent Seeding BMP C121: Mulching BMP C122: Nets and Blankets BMP C123: Plastic Covering BMP C124: Sodding BMP C125: Topsoiling / Composting BMP C126: Polyacrylamide (PAM) for Soil Erosion Protection BMP C130: Surface Roughening BMP C131: Gradient Terraces BMP C140: Dust Control BMP C150: Materials on Hand BMP C151: Concrete Handling BMP C152: Sawcutting and Surfacing Pollution Prevention BMP C153: Material Delivery, Storage and Containment BMP C154: Concrete Washout Area BMP C160: Certified Erosion and Sediment Control Lead BMP C162: Scheduling II-4.2 Runoff Conveyance and Treatment BMPs BMP C200: Interceptor Dike and Swale BMP C201: Grass-Lined Channels BMP C202: Channel Lining BMP C203: Water Bars BMP C204: Pipe Slope Drains BMP C205: Subsurface Drains BMP C206: Level Spreader BMP C207: Check Dams BMP C208: Triangular Silt Dike (TSD) (Geotextile-Encased Check Dam) BMP C209: Outlet Protection BMP C220: Storm Drain Inlet Protection BMP C231: Brush Barrier BMP C232: Gravel Filter Berm BMP C233: Silt Fence BMP C234: Vegetated Strip BMP C235: Wattles BMP C236: Vegetative Filtration BMP C240: Sediment Trap BMP C241: Temporary Sediment Pond BMP C251: Construction Stormwater Filtration Worksheet A1 Medium & Large Project Report structures roads Complete the following: Worksheet A1 Medium & Large Project Report Worksheet A1 Medium & Large Project Report Engineering Worksheet A1 Medium & Large Project Report LIST #1 LIST #1 LIST #3 Worksheet A1 Medium & Large Project Report Roof Other Hard Surface areas LIST # 1 Each Category Worksheet A1 Medium & Large Project Report LIST # 3 Roof * Other Hard Surface areas * NO T T O S C A L E Pl a n V i e w Pr o f i l e V i e w Se c t i o n A - A A Ain f i l t r a t i o n t r e n c h 4" r i g i d o r 6 " f l e x i b l e pe r f o r a t e d p i p e su m p w / s o l i d l i d ro o f dr a i n 4" r i g i d o r 6 " f l e x i b l e pe r f o r a t e d p i p e 6" 6" 12 " wa s h e d r o c k 1 1 2 " - 3 4 " va r i e s ro o f d r a i n fi n e m e s h s c r e e n 10 ' m i n . 1' m i n 1' m i n CB s u m p w/ s o l i d l i d ov e r f l o w sp l a s h b l o c k 5' m i n . fi l t e r f a b r i c 6" 12 " 24 " 24 " co m p a c t e d b a c k f i l l 4" r i g i d o r 6 " f l e x i b l e pe r f o r a t e d p i p e wa s h e d r o c k 1 1 2 " - 3 4 " NO T T O S C A L E Ho u s e Ro o f do w n s p o u t Ro o f do w n s p o u t fl o w Ca t c h b a s i n (y a r d d r a i n ) 48 I n c h d i a m e t e r ho l e f i l l e d w i t h 1 1 2 - 3 " w a s h e d d r a i n ro c k Pl a n V i e w Se c t i o n V i e w Ho u s e Ro o f do w n s p o u t Ov e r f l o w Sp l a s h b l o c k fl o w Fi n e m e s h s c r e e n Ca t c h b a s i n (y a r d d r a i n ) Mi n . 4 " d i a . PV C p i p e To p s o i l Si d e s o f h o l e l i n e d wi t h f i l t e r f a b r i c Ma r k c e n t e r o f h o l e wi t h 1 " c a p p e d P V C or o t h e r m e a n s f l u s h wi t h s u r f a c e Mi n . 1 ' a b o v e s e a s o n a l h i g h g r o u n d w a t e r t a b l e 48 I n c h d i a m e t e r ho l e f i l l e d w i t h 1 1 2 - 3 " w a s h e d d r a i n ro c k 15 ' m i n . DE F I N I T I O N S : AT T H E E N D O F P R O J E C T , A L L A R E A S D I S T U R B E D A N D N O T C O V E R E D W I T H A N I M P E R V I O U S SU R F A C E M U S T B E A M E N D E D P E R T H E S O I L A M E N D M E N T D E T A I L B E L O W . LA B E L A L L A R E A S D I S T U R B E D A N D N O T C O V E R E D W I T H A N I M P E R V I O U S S U R F A C E , IN C O R P O R A T E D I N T O A D R A I N A G E F A C I L I T Y , O R E N G I N E E R E D A S A S T R U C T U R A L F I L L O R SL O P E . S E E D E F I N I T I O N S B E L O W . D O N O T R E F E R E N C E A N A L T E R N A T E P L A N S H E E T . PR O V I D E A N E S T I M A T E O F T H E V O L U M E O F C O M P O S T R E Q U I R E D . T H E A C T U A L V O L U M E O F CO M P O S T R E Q U I R E D W I L L B E D E T E R M I N E D I N T H E F I E L D . NO N - D I S T U R B E D A R E A ( N D ) : V E G E T A T E D A R E A S T H A T W I L L N O T B E S U B J E C T T O L A N D DI S T U R B I N G A C T I V I T Y D O N O T R E Q U I R E S O I L A M E N D M E N T I F T H E Y A R E F E N C E D A N D CO N T I N U O U S L Y P R O T E C T E D T H R O U G H O U T C O N S T R U C T I O N . T H E F E N C I N G M U S T B E I N PL A C E A T T H E F I R S T G R O U N D D I S T U R B A N C E I N S P E C T I O N . N O D I S T U R B A N C E , I N C L U D I N G VE H I C L E T R A F F I C O R M A T E R I A L S T O R A G E , I S A L L O W E D I N T H E S E A R E A S U N T I L F I N A L IN S P E C T I O N . L A B E L T H E S E A R E A S A S ( N D ) I N T H E P L A N V I E W . SO I L A M E N D M E N T A R E A ( S A ) : V E G E T A T E D O R C O M P O S T A R E A S ( T U R F A N D L A N D S C A P E ) MU S T B E A M E N D E D P E R T H E S O I L A M E N D M E N T D E T A I L A N D T H E S U B S O I L M U S T B E LO O S E N E D . T H I S I N C L U D E S A R E A S I M P A C T E D B Y C L E A R I N G A N D G R A D I N G , S T O C K P I L I N G , SI T E A C C E S S , P A T H W A Y S A N D M A T E R I A L S O R E Q U I P M E N T S T O R A G E . L A B E L T H E S E AR E A S A S ( S A ) I N T H E P L A N V I E W . Se e t h e W e s t e r n W a s h i n g t o n R a i n G a r d e n H a n d b o o k f o r m o r e d e t a i l e d r a i n g a r d e n d e s i g n No t e s : 1. S c a r i f y s u b g r a d e 3 " m i n . b e f o r e bi o r e t e n t i o n s o i l i n s t a l l a t i o n 2. C o m p a c t B S M t o 8 5 % p e r A S T M 15 7 7 Ed g e o f pa v e m e n t or c u r b - c u t 3" w o o d c h i p m u l c h , ag g r e g a t e , o r s o d Si d e w a l k 3" w o o d c h i p m u l c h , ag g r e g a t e , o r s o d 3" c o a r s e c o m p o s t in p o n d i n g a r e a 18 " B i o r e t e n t i o n S o i l Me d i a ( B S M ) BS M b o t t o m w i d t h va r i e s , 1 ' m i n i m u m Pr o v i d e a 1 " d r o p fr o m t h e e d g e o f pa v e m e n t Pr o v i d e a 1 " d r o p fr o m t h e e d g e o f si d e w a l k 6" m i n . f r e e b o a r d Ov e r f l o w s t a n d p i p e Po n d i n g d e p t h va r i e s Se a s o n a l h i g h w a t e r t a b l e , b e d r o c k , or o t h e r i m p e r v i o u s l a y e r Mi n i m u m s e p a r a t i o n v a r i e s , se e d e s i g n g u i d a n c e NO T T O S C A L E A r o u g h - i n i n s p e c t i o n i s r e q u i r e d p r i o r t o i n f i l t r a t i o n f a c i l i t y o r p i p e b u r i a l . C a l l 3 6 0 - 3 7 9 - 4 4 5 5 t o s c h e d u l e a n i n s p e c t i o n . RE F E R E N C E A 1 A - P e r m a n e n t S t o r m w a t e r B M P O p t i o n s A A. 1 C Se e t h e D O E M a n u a l , V o l u m e 3 , f o r r e q u i r e m e n t s . B D E F f Worksheet B1 Choose any of the following that apply: Choose one of the following: Worksheet B1 This element does not apply to my project because (check any that apply): Select one of the two statements applicable to the project. Select one of the three statements applicable to the project. This element does not apply to my project because: Worksheet B1 Select one of the two statements applicable to the project. Select one of the three statements applicable to the project. Worksheet B1 Select one of the three statements applicable to the project. This element does not apply to my project because (circle any that apply - Worksheet B1 Select one of the two statements applicable to the project. Describe the steps you will take: Worksheet B1 Co m p l e t e c o n s t r u c t i o n s t o r m w a t e r c o n t r o l B M P d e t a i l s a r e f o u n d i n V o l u m e I I o f t h e D O E S t o r m w a t e r M a n a g e m e n t M a n u a l . RE F E R E N C E B 1 A - C o n s t r u c t i o n B M P O p t i o n s 1 Worksheet C What’s the best option for your site? Roofs BMP and Applicable Lists Reason why the BMP will not work on site. Additional Comments If needed Lawn and Landscaped Areas BMP and Applicable Lists Reason why the BMP will not work on site. Additional Comments If needed Minimum Requirement #5 (On-Site Stormwater Management) The following tables summarize the criteria that can be used to justify why you cannot use various stormwater management best management practices (BMPs) for consideration for Minimum Requirement #5. This information is also included under the detailed descriptions of each BMP in the Department of Ecology’s Stormwater Management Manual for Western Washington (SWMMWW [2014]). Where any inconsistencies or lack of clarity exists, the requirements in the main text of the SWMMWW shall be applied. HOW TO USE: Evaluate the feasibility of the BMPs in priority order based on Worksheet A1 page 5 (List #1) or 6 (List #3) or Worksheet L for Large Projects (List #2). Only one criterion needs to be selected for a BMP before evaluating the next BMP on the list. Full Dispersion BMP T5.30, SWMMWW Volume V, Section 5.3 A 65 to 10 ratio of forested or native vegetation area to impervious area cannot be achieved. surface) and protected by easement cannot be achieved. Siting and design criteria cannot be achieved on site. There is an alternatie septic system on this lot or an adjacent treatment unit). Therefore, there is not at least 3 feet or seasonal high groundwater table or other impermeable layer. There is not at least 1 foot or more of permeable soil from high groundwater table or other impermeable layer. Downspout Full BMP T5.10A, SWMMWW Volume III, Section 3.1.1 Post-construction Soil Quality and Depth (BMP T5.13 SWMMWW Volume V, Section 5.3) Lawn and landscape area is on till slopes greater than 33 percent. Siting and design criteria cannot be achieved on site. List #1, #2 and #3 List #1 and #2 List #1, #2 and #3 None of the above boxes are checked. This is the BMP that must be used for lawn and landscaped areas. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. None of the above boxes are checked. This is the BMP that must be used for roofs. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. 2 Worksheet C What’s the best option for your site? Roofs (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Where professional geotechnical evaluation recommends Within an area whose ground water drains into an erosion hazard, or landslide hazard area. Where the only area available for siting would threaten the Where the only area available for siting does not allow for private storm sewer system. Where there is a lack of usable space for bioretention areas Note: Criteria with setback distances are as measured from the bottom edge of the bioretention soil mix. Citation of any of the following infeasibility criteria must be recommendation from an appropriate licensed professional (e.g., engineer, geologist, hydrogeologist): such as bulkheads. basements. Bioretention or Rain Gardens BMP T7.30 or T5.14A SWMMWW Volume V, Section 7.4 List #1 (both) and List #2 (bioretention only) Downspout Full (cont.) BMP T5.10A, SWMMWW Volume Slopes steeper than 25% or less than 200’ from slope steeper than 40%. Siting and design criteria cannot be achieved on site. None of the above boxes are checked. This is the BMP that must be used for roofs. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. 3 Worksheet C What’s the best option for your site? Roofs (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Bioretention or Rain Gardens (cont.) BMP T7.30 or T5.14A SWMMWW Volume V, Section 7.4 Where land for bioretention is within an erosion hazard, or Where the site cannot be reasonably designed to locate bioretention areas on slopes less than 8 percent. Within 50 feet from the top of slopes that are greater than 20 percent and over 10 feet of vertical relief. For properties with known soil or groundwater contamination (typically federal Superfund sites or state cleanup sites under the Model Toxics Control Act [MTCA]): Within 100 feet of an area known to have deep soil contamination. will likely increase or change the direction of the migration of pollutants in the groundwater. Wherever surface soils have been found to be contaminated unless those soils are removed within Within 10 feet of an underground storage tank and connecting underground pipes when the capacity of the tank and pipe system is 1,100 gallons or less. As used in these criteria, an underground storage tank means any tank used to store petroleum products, chemicals, or liquid hazardous wastes of which 10 percent or more of the storage volume (including volume in the connecting piping system) is beneath the ground surface. Within 100 feet of an underground storage tank and connecting underground pipes when the capacity of the tank and pipe system is greater than 1,100 gallons. The following criteria can be cited as reasons for infeasibility services to make the observation): Within setback provided for BMP T7.30 (SWMMWW Volume V, Section 7.4) Where they are not compatible with surrounding drainage system as determined by the county (e.g., project drains to an existing stormwater collection system whose elevation or location precludes connection to a properly functioning bioretention area). 4 Worksheet C What’s the best option for your site? Roofs (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed garden sites have a measured (a.k.a., initial) native soil saturated hydraulic conductivity less than 0.30 inches per SWMMWW Volume III, Section 3.3.6 (or an alternative be used to demonstrate infeasibility of bioretention areas. to be evaluated as an option in List #1 or List #2. In these slow draining soils, a bioretention area with an underdrain underdrain is elevated within a base course of gravel, it will achieve Minimum Requirement #7. Where the minimum vertical separation of 3 feet to the seasonal high groundwater elevation or other impermeable layer would not be achieved below bioretention that would serve a drainage area that exceeds the following thresholds (and cannot reasonably be broken down into amounts smaller than indicated): o 10,000 square feet of impervious area o 0.75 acres of lawn and landscape. Any area where these facilities are prohibited by an approved cleanup plan under the state MTCA or Federal Superfund Law, or an environmental covenant under Chapter 64.70 RCW. Within 100 feet of a drinking water well, or a spring used for drinking water supply. Bioretention or Rain Gardens (cont.) Where the minimum vertical separation of 1 foot to the seasonal high groundwater or other impermeable layer would not be achieved below bioretention that would serve a drainage area less than the above thresholds 5 Worksheet C What’s the best option for your site? Roofs (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Perforated Stub-Out Connections BMP T5.10C SWMMWW Volume III, Section 3.1.3 For sites with septic systems, the only location available for permeability, distance between systems, etc.) indicate that this is unnecessary. device on this or an adjacent lot. Therefore, there is not at highest estimated groundwater table or other impermeable layer. connection is under impervious or heavily compacted soils. The only location available is on or above slopes greater than 20% Siting and design criteria cannot be achieved on site. length from the downspout to the downstream property line, structure, stream, wetland, slope over 15 percent, or other impervious surface is not feasible. between the outlet of the trench and any property line, structure, stream, wetland, or impervious surface is not outlet of the trench and any slope steeper than 15 percent is not feasible. Siting and design criteria cannot be achieved on site. Downspout Dispersion Systems BMP T5.10B SWMMWW Volume III, Section 3.1.2 List #1, #2 and #3 List #1, #2 and #3 including reserve areas, and grey water reuse systems. For None of the above boxes are checked. This is the BMP that must be used for roofs. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. None of the above boxes are checked. This is the BMP that must be used for roofs. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. None of the above boxes are checked. This is the BMP that must be used for roofs. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. 6 Worksheet C What’s the best option for your site? Other Hard Surfaces BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Where professional geotechnical evaluation recommends Within an area whose ground water drains into an erosion hazard, or landslide hazard area. pavement area would compromise adjacent impervious pavements. area would threaten existing below grade basements. such as bulkheads. Down slope of steep, erosion prone areas that are likely to deliver sediment to the area of pervious pavement. saturated. Excessively steep slopes where water within the aggregate base layer or at the subgrade surface cannot be controlled by detention structures and may cause erosion and structural Citation of any of the following infeasibility criteria must be recommendation from an appropriate licensed professional (e.g., engineer, geologist, hydrogeologist): Permeable Pavement BMP T5.15, SWMMWW Volume V, Section 5.3 List #1 and #2 Full Dispersion BMP T5.30 SWMMWW Volume V, Section 5.3 A 65 to 10 ratio of forested or native vegetation area to impervious area cannot be achieved. surface) cannot be achieved. Siting and design criteria cannot be achieved on site. List #1 and #2 None of the above boxes are checked. This is the BMP that must be used for hard surfaces. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. * Note that Raingardens may be used in lieu of permeable pavement if subject to List #1. 7 Worksheet C What’s the best option for your site? Other Hard Surfaces (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Permeable Pavement (cont.) BMP T5.15, SWMMWW Vol ume V, Section 5.3 Within an area designated as an erosion hazard, or landslide hazard. Within 50 feet from the top of slopes that are greater than 20 percent. For properties with known soil or groundwater contamination (typically federal Superfund sites or state cleanup sites under MTCA): Within 100 feet of an area known to have deep soil contamination. will likely increase or change the direction of the migration of pollutants in the groundwater. Wherever surface soils have been found to be contaminated unless those soils are removed Any area where these facilities are prohibited by an approved cleanup plan under the state MTCA or Federal Superfund Law, or an environmental covenant under Chapter 64.70 RCW. Within 100 feet of a drinking water well, or a spring used generating surface. The following criteria can be cited as reasons for infeasibility without make the observation): strength to support heavy loads at industrial facilities such as ports. Where installation of permeable pavement would threaten subgrades. * Note that Raingardens may be used in lieu of permeable pavement if subject to List #1. 8 Worksheet C What’s the best option for your site? including reserve areas, and grey water reuse systems. For Within 10 feet of any underground storage tank and connecting underground pipes, regardless of tank size. As used in these criteria, an underground storage tank means any tank used to store petroleum products, chemicals, or liquid hazardous wastes of which 10 percent or more of the storage volume (including volume in the connecting piping system) is beneath the ground surface. bridges. Where the site design cannot avoid putting pavement deposition after construction (e.g., construction and landscaping material yards). Where the site cannot reasonably be designed to have a porous asphalt surface at less than 5 percent slope, or a pervious concrete surface at less than 10 percent slope, or a permeable interlocking concrete pavement surface (where upper slope limit can range from 6 to 12 percent; check with manufacturer and local supplier. permeable pavement (e.g., road or parking lot) do not meet the soil suitability criteria for providing treatment. See soil suitability criteria for treatment in the SWMMWW Volume III, Section 3.3.7. Note: In these instances, the construction. loads when saturated. Soils meeting a California Bearing Ratio of 5 percent are considered suitable for residential access roads. Where replacing existing impervious surfaces unless the an outwash soil with a saturated hydraulic conductivity of 4 inches per hour or greater. Other Hard Surfaces (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Permeable Pavement (cont.) BMP T5.15, SWMMWW Volume V, Section 5.3 * Note that Raingardens may be used in lieu of permeable pavement if subject to List #1. 9 Worksheet C What’s the best option for your site? measured (a.k.a., initial) subgrade soil saturated hydraulic SWMMWW Volume III, Section 3.3.6 (or an alternative small evaluate infeasibility of permeable pavement areas. (Note: In these instances, unless other infeasibility restrictions apply, roads and parking lots may be built with an underdrain, or less are very low volume roads (AASHTO 2001) (U.S. Department of Transportation, 2013). Areas with very low utility trucks (e.g., garbage, recycling), daily school bus use, trucks, and maintenance vehicles. Note: This infeasibility bearing surfaces associated with the collector or arterial. the SWMMWW Volume I). 122.26(b)(14). Where the risk of concentrated pollutant spills is more likely such as gas stations, truck stops, and industrial chemical storage sites. Where routine, heavy applications of sand occur in frequent snow zones to maintain traction during weeks of snow and ice accumulation. Where the seasonal high groundwater or an underlying conditions within 1 foot of the bottom of the lowest gravel base course. Other Hard Surfaces (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Permeable Pavement (cont.) BMP T5.15, SWMMWW Volume V, Section 5.3 None of the above boxes are checked. This is the BMP that must be used for hard surfaces. On Worksheet A1, indicate that this will be the BMP used. (List #1 may use Raingardens in lieu of Permeable Pavement). CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. * Note that Raingardens may be used in lieu of permeable pavement if subject to List #1. 10 Worksheet C What’s the best option for your site? Other Hard Surfaces (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Where professional geotechnical evaluation recommends Within an area whose ground water drains into an erosion hazard, or landslide hazard area. Where the only area available for siting would threaten the Where the only area available for siting does not allow for private storm sewer system. Where there is a lack of usable space for bioretention areas Note: Criteria with setback distances are as measured from the bottom edge of the bioretention soil mix. Citation of any of the following infeasibility criteria must be recommendation from an appropriate licensed professional (e.g., engineer, geologist, hydrogeologist): such as bulkheads. basements. The following criteria can be cited as reasons for infeasibility services to make the observation): Within setback provided for BMP T7.30 (SWMMWW Volume V, Section 7.4) Where they are not compatible with surrounding drainage system as determined by the county (e.g., project drains to an existing stormwater collection system whose elevation or location precludes connection to a properly functioning bioretention area). Bioretention or Rain Gardens BMP T7.30, SWMMWW Volume V, Section 7.4 List #1 (both) and List #2 (bioretention only) 11 Worksheet C What’s the best option for your site? Other Hard Surfaces (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Bioretention or Rain Gardens (cont.) BMP T7.30, SWMMWW Volume V, Section 7.4 Where land for bioretention is within an erosion hazard, or Where the site cannot be reasonably designed to locate bioretention areas on slopes less than 8 percent. Within 50 feet from the top of slopes that are greater than 20 percent and over 10 feet of vertical relief. For properties with known soil or groundwater contamination (typically federal Superfund sites or state cleanup sites under the Model Toxics Control Act [MTCA]): Within 100 feet of an area known to have deep soil contamination. will likely increase or change the direction of the migration of pollutants in the groundwater. Wherever surface soils have been found to be contaminated unless those soils are removed within Within 10 feet of an underground storage tank and connecting underground pipes when the capacity of the tank and pipe system is 1,100 gallons or less. As used in these criteria, an underground storage tank means any tank used to store petroleum products, chemicals, or liquid hazardous wastes of which 10 percent or more of the storage volume (including volume in the connecting piping system) is beneath the ground surface. Within 100 feet of an underground storage tank and connecting underground pipes when the capacity of the tank and pipe system is greater than 1,100 gallons. Where the minimum vertical separation of 1 foot to the seasonal high groundwater or other impermeable layer would not be achieved below bioretention that would serve a drainage area less than the above thresholds 12 Worksheet C What’s the best option for your site? Other Hard Surfaces (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed garden sites have a measured (a.k.a., initial) native soil saturated hydraulic conductivity less than 0.30 inches per SWMMWW Volume III, Section 3.3.6 (or an alternative be used to demonstrate infeasibility of bioretention areas. to be evaluated as an option in List #1 or List #2. In these slow draining soils, a bioretention area with an underdrain underdrain is elevated within a base course of gravel, it will achieve Minimum Requirement #7. Where the minimum vertical separation of 3 feet to the seasonal high groundwater elevation or other impermeable layer would not be achieved below bioretention that would serve a drainage area that exceeds the following thresholds (and cannot reasonably be broken down into amounts smaller than indicated): o 10,000 square feet of impervious area o 0.75 acres of lawn and landscape. Any area where these facilities are prohibited by an approved cleanup plan under the state MTCA or Federal Superfund Law, or an environmental covenant under Chapter 64.70 RCW. Within 100 feet of a drinking water well, or a spring used for drinking water supply. including reserve areas, and grey water reuse systems. For Bioretention or Rain Gardens (cont.) BMP T7.30, SWMMWW Volume V, Section 7.4 None of the above boxes are checked. This is the BMP that must be used for hard surfaces. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. 13 Worksheet C What’s the best option for your site? Other Hard Surfaces (cont.) BMP and Applicable Lists Reason why the BMP will not work on site.Additional Comments If needed Sheet Flow Dispersion BMP T5.12, SWMMWW Volume V, Section 5.3 Area to be dispersed (e.g., driveway, patio) cannot be graded to have less than a 15 percent slope. contributing surface cannot be achieved. For variably sloped cannot be achieved. Siting and design criteria cannot be achieved on site. Concentrated Flow Dispersion BMP T5.11, SWMMWW Volume V, Section 5.3 sq. ft. of drainage area followed with applicable setbacks cannot be achieved. More than 700 sq. ft. drainage area drains to any dispersion device. Siting and design criteria cannot be achieved on site. List #1, #2 and #3 List #1, #2 and #3 None of the above boxes are checked. This is the BMP that must be used for hard surfaces. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. None of the above boxes are checked. This is the BMP that must be used for hard surfaces. On Worksheet A1, indicate that this will be the BMP used. CONTINUE to complete the form for other surface types applicable to the project. If none, STOP. 5* # 0 '  $ 4 1 9 0 &T C H V K P I  5 G T X K E G U #T E J K V G E V W T C N       / G E J C P K E C N 5V T W E V W T C N       2 G P E K N  C T V SHEET TITLE PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: A-1 S.BROWN HOOD CANAL.pln 0720-01 C :\ PR O J E C T S \MI K E S E V I L L E \HO O D C A N A L .pl n FLOOR PLANS SA V I L L E 35 7 BL U E J A Y L A N E PO R T L U D L O W , WA 98 3 6 5 PA R C E L #93 4 5 0 0 0 1 3 AN D #93 4 5 0 0 0 1 4 1H 1F1G 1M 1N 003 002 1L 1B 1A 1J 1K 009 011 012 007 008 014 013 010 006 005 1E 1C 1D 004 001 W DR 5 1 / 2 " 8' - 0 " 8' - 6 1 / 2 " 7' - 6 1 / 2 " 5 1 / 2 " 5 1/2" 13'-6 1/2"13'-6 1/2" 5 1/2" 28'-0" 5' - 0 " 15 ' - 5 1 / 2 " 8'-0"12'-0"8'-0"7'-6" 3'-2"16'-4"7'-4"3'-2"7'-0" 9' - 0 " 2' - 0 1 / 2 " 2'-0" 25 ' - 0 " 8'-6" 4' - 0 " 5 1 / 2 " 4' - 0 " 5 1/2" 3'-0" 5 1/2" 4'-10" 3 1/2" 5'-6" 3 1/2" 7'-0" 3 1/2" 5 1 / 2 " 6' - 4 " 5 1 / 2 " 4' - 0 " 5 1 / 2 " 4' - 0 " 3 1 / 2 " 13 ' - 0 " 5 1 / 2 " 3 1 / 2 " 6' - 4 1 / 4 " 3 1/2" 5'-0" 3 1/2" 17 ' - 1 1 " 7'-6" 13 ' - 3 1 / 2 " 5 1 / 2 " 5 1 / 2 " 1' - 9 " 3' - 7 " 8' - 1 1 1 / 2 " 8' - 1 1 1 / 2 " 5' - 0 " 15 ' - 5 1 / 2 " 3' - 1 1 1 / 2 " 5' - 0 " 5' - 0 " 3' - 1 1 3 3 / 6 4 " 22 ' - 9 1 / 2 " 6' - 4 " 4' - 1 0 " 14 ' - 8 " 3' - 2 " 4' - 6 1 / 2 " 4' - 4 " 2' - 0 " 2'-8 1/2"3 1/2"4'-4"8'-0 1/2" 7'-0 1/2" 5'-3 1/2"2'-6 1/2" 3 1/2" 5'-6"3 1/2"15'-2"7'-6"5 1/2" 2 A-3.1 2 A-3.2 1 A-3.2 1 A-3.1 FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN 18" DIA CONCRETE CLOUMN 5" DIA STEEL POST 5" DIA STEEL POST 5" DIA STEEL POST WALL PACK WALL PACK WATER HEATER BATH MECHANICAL BEDROOM 2 LAUNDRY STORAGE FOYER FAMILY ROOM GARAGE UP LINEN HALL COATS 2 A-4 2 A-4 1 A-4 1 A-4 CLOSET 13'-0" 3 1/2" 2'-6" 3 1/2" 13'-0" 5 1/2" CLOSET 107 2P2R2S 2N 2L 2M 2K 106 2B2A 2C 3B3A 3C 2Y 2Z 2V 2X 2W 2J 2G 2H 2F 2D 2E 3J 3G 3F 3D 3H 3E 101 2T 2U 3M 3L 3K 105 108 104 104 102 F 2 A-3.1 2 A-3.2 1 A-3.2 1 A-3.1 2'-10"4'-10"6'-0"5'-2"5'-2"4'-0 1/64" 11'-0"6'-6"9'-0"3'-6"7'-6" 2' - 0 " 4' - 4 " 4' - 4 " 3' - 8 " 4' - 4 " 4' - 4 " 2' - 0 " 3' - 2 1 / 6 4 " 3' - 1 6 3 / 6 4 " 2' - 5 6 3 / 6 4 " 4' - 0 1 / 6 4 " 3' - 6 " 3' - 6 " 4' - 2 " 5' - 0 " 5' - 0 " 15 ' - 1 6 3 / 6 4 " 2' - 6 1 / 6 4 " 10 ' - 2 " 1' - 5 1 / 2 " 30'-0" 37'-6" 2' - 1 0 " 4' - 1 0 " 9' - 5 1 / 2 " 7' - 1 0 3 1 / 6 4 " 6' - 4 " 22 ' - 8 " 25 ' - 0 " 3' - 0 " 19 ' - 0 " 7'-11 1/2" 2'-0" 3' - 3 " 9' - 1 0 1 / 2 " 2' - 1 1 / 2 " 5'-9"5'-0" 9' - 1 " 4'-6"2'-8"PLANT SHELF AT 8'-6" A.F.F. ISLAND WITH CABINETS ON BOTH SIDES ELECTRIC COOKTOP SINK 36"H RAILING 5" DIA STEEL POST 36"H RAILING 5" DIA STEEL POST DOUBLE OVEN CABINET DOWN WALK-IN CLOSET MASTER BATH MASTER BEDROOM ABV. ABV. ABV. KITCHEN LIVING ROOM DINING ROOM 8' CEILING VAULTED CEILING 2 : 12 SLOPEOFFICE HALL RESTROOM CASED OPENING CASED OPENING CASED OPENING CASED OPENING 8' CEILING ABV. ABV. ABV. ABV. ABV. ABV. ABV.ABV.ABV. DECK DECK 2 A-4 2 A-4 1 A-4 1 A-4 REFRIGERATOR CABINET 3'-0" 5 1/2" 5'-0" 3 1/2" 5'-6" 3 1/2" 9'-8" 5 1/2" PANTRY SCALE: 1/4" = 1'-0" 1 FIRST FLOOR 0 2'4'8' SCALE: 1/4" = 1'-0" 2 SECOND FLOOR PLAN 0 2'4'8' GENERAL NOTES: THIS PLAN SET, COMBINED WITH THE BUILDING CONTRACT, PROVIDES BUILDING DETAILS FOR THE RESIDENTIAL PROJECT. THE CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES(LATEST & UPDATED EDITIONS). CONTRACTOR SHALL BE RESPONSIBLE AND BEAR ANY FINES OR PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. INSURANCES SHALL BE IN FORCE THROUGHOUT THE DURATION OF THE BUILDING PROJECT. WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES, CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS). ALL TRADES SHALL MAINTAIN A CLEAN WORK SITE AT THE END OF EACH WORK DAY. PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS AND CONSTRUCTION DOCUMENTS. GENERAL STRUCTURAL NOTES AND SPECIFICATIONS 1.THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF ALL OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES AND OTHER ITEMS TO BE PLACED OR SET IN STRUCTURAL WORK. 2.THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE IBC 2018 AND ALL ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. 3.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES. 4.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS. 5.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY THIS OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS THAT MAY AFFECT THE STRUCTURAL DESIGN. 6.THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. AND DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 7.SHOULD THERE BE MORE THAN ONE ENGINEERING OPTION, OR IF THE CONTRACTOR ENCOUNTERS MORE THAN ONE DESIGN ALTERNATIVE, THE CONTRACTOR SHALL ADOPT THE MOST RESTRICTED OPTION OR ALTERNATIVE. 8.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. SUBJECT TO APPROVAL BY THE ENGINEER. 9.ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH THE SUPPLIER`S INSTRUCTIONS AND REQUIREMENTS. 10.LOADING APPLIED TO THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVELOADINGS USED IN THE DESIGN OF THIS STRUCTURE INDICATED IN "THE DESIGN CRITERIA NOTES" DO NOT APPLY ANY CONSTRUCTION LOAD UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL TEMPORARY BRACING IS PLACED. 11.ALL ASTM AND OTHER REFERENCES SHALL BE THE LATEST EDITIONS PER THESE STANDARDS. U.N.O. 12.SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THE ENGINEER`S REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER`S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY RETAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. 13.SPECIAL INSPECTION SHALL NOT BE REQUIRED IN THIS PROJECT. 14.WILSON & HAJ CONSULTANT ENGINEERS, LLC, SHALL HAVE NO LIABILITY FOR WATERPROOFING OR MOISTURE TRANSMISSION ISSUES, IN CONCRETE SLABS, FOOTINGS OR ANY OTHER MEMBERS. OWNER, CONTRACTOR AND THE SOIL ENGINEER SHALL BE RESPONSIBLE FOR SUCH ISSUES. 15.UNLESS OTHERWISE INDICATED ALL ITEMS NOTED TO BE DEMOLISHED SHALL BECOME THE CONTRACTOR`S PROPERTY AND BE REMOVED FROM THE SITE. 16.CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF. CONCRETE NOTES; 1.DESIGN SHALL CONFORM TO ACI 318"Building Code Requirements for Structural Concrete and Commentary"; CONCRETE SPECIFICATIONS AND WORK SHALL CONFORM TO ACI 301"Specifications for Structural Concrete". 2.REIN. STEEL BARS SHALL CONFORM TO ASTM-615, GRADE 60. 3.f`c=2,500PSI @ 28 DAYS FOR FOOTINGS & WALLS. 4.MAX.AGGREGATE SIZE SHALL BE 3/4in, MIN AIR CONTENT SHALL BE 5% (BY VOLUME). 5.ALL REIN. BAR SPLICES ARE TO BE CLASS B TENSION SPLICES . WALL HORIZONTALS ARE TO BE CONSIDERED "TOP BARS". 6.E.W.=EACH WAY, E.F.=EACH FACE. ROOF FRAMING NOTES: COMBINATION HAND FRAME AND TRUSS FRAMING FOR ROOF. 1.TRUSS DRAWING IS FOR ILLUSTRATION ONLY. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURER'S DRAWINGS & SPECIFICATIONS. ALL TRUSSES SHALL CARRY MANUFACTURER'S STAMP. 2.TRUSSES SHALL NOT BE FIELD ALTERED WITHOUT PRIOR ENGINEERING APPROVAL. 3.ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. 4.ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER AND OTHER BRACES TO BE PROVIDED BY TRUSS MANUFACTURER. 5.ALL ROOF FRAMING 24" O.C.UNO. 6.ALL ROOF OVERHANGS 24"; DORMER OVERHANGS 10", UNO. 7.INSTALL ICE SHIELD AS REQUIRED. 8.INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. 9.ATTIC VENTILATION: REQUIRED ABOVE HOUSE. ROOF VENTING HIGH/LOW. 10.WALL HEADERS: (2) 2 X 12 DF 2 TYP. SEE HEADER SCH. 11.ROOF SHEATHING 15/32" OSB OR 1/2" PLYWOOD 32/16 APA RATED W/ 10d @ 4" O/C ALL SUPPORTED PANEL EDGES, 12" O/C FIELD. 12.USE LSTA21 RIDGE STRAPS AT EVERY RAFTER OR TRUSS TOP CHORD, INSTALLED AFTER ROOF SHEATHING. 13.ALL JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING AT THEIR BEARING POINTS. CONNECT BLOCKING TO TOP OF WALL W/ SIMPSON FRAMING ANCHORS. ROOF JOIST TO HAVE HURRICANE CLIPS(TOP PL. TO STUD) @ 48”O.C. AND SIMPSON H-1 HURRICANE CLIPS @ 24”O/C (TOP PLATE TO TRUSS), INSTALL PRIOR TO ROOF SHEETING. 14.ROOF TRUSS MANUFACTURER: _____________________________ WOOD FRAMING NOTES: 1.ALL WOOD FRAMING MATERIALS SHALL BE SURFACED DRY AND USED AT 19% MAX. MOISTURE CONTENT. 2.ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 AND LARGER LUMBER SHALL BE DOUGLAS FIR NO.1 OR BETTER, U.N.O. 3.I-JOISTS AND LVL MEMBERS MUST BE INSTALLED IN COMPLIANCE WITH THEIR LISTINGS. 4.ALL TRUSSES SHALL BE ENGINEERED AND STAMPED WITH A SEPARATE ENGINEERED DOCUMENT. 5.PRE-MANUFACTURED WOOD JOISTS & TRUSSES SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUSS OR JOIST COMPANY. NO MEMBERS SHALL BE MODIFIED AND MUST BE INSTALLED IN COMPLIANCE WITH THEIR LISTINGS. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. MEMBERS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF THE JOISTS & TRUSSES IN WRITING TO THE CONTRACTOR/ ENGINEER. PRE-MANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ENGINEER OR ICBO APPROVED. 6.ALL JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING AT THEIR BEARING POINTS. CONNECT BLOCKING TO TOP OF WALL W/ SIMPSON FRAMING ANCHORS. ROOF JOIST TO HAVE HURRICANE CLIPS @ 48”O.C. OR SIMPSON H-1 HURRICANE CLIPS @ 24”O/C. INSTALL PRIOR TO ROOF SHEETING. 7.ALL WOOD & IRON CONNECTIONS MUST CARRY THE CAPACITY OF THE MEMBER. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS. IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED, CONTACT PROJECT ENGINEER FOR ASSISTANCE. USE SIMPSON STRONG TIES OR OTHER ICC LISTED CONNECTIONS. 8.ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. 9.NAILS: ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.10.1 OR IRC TABLE R602.3(1). 10.THRUST SHALL BE ELIMINATED BY THE USE OF COLLAR TIES OR CEILING JOISTS, WHERE REQUIRED. 11.BEVELED BEARING PLATES ARE REQUIRED AT ALL BEARING POINTS FOR BCI & TJI RAFTERS. 12.ALL COLUMNS SHALL EXTEND DOWN THRU THE STRUCTURE TO THE FOUNDATION. ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS. COLUMNS SHALL BE THE SAME WIDTH AS THE MEMBERS THAT THEY ARE SUPPORTING. 13.ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2”THICK 2-M-W SHEATHING OR EQUAL W/ 8D COMMON NAILS @ 6”O.C. @ EDGES @ 12”O.C. IN FIELD, UNO. SHEATHING SHALL BE CONTINUOUS ACROSS ALL HORIZONTAL FRAMING JOINTS. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT. 14.ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. SHEATH ROOF PRIOR TO ANY OVER FRAMING. 15.PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE STANDARDS. UNO, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. 16.GLULAM BEAMS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, ATTIC 117. EACH MEMBER SHALL BEAR AN ATIC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. 17.GLULAM BEAMS SHALL BE 24F-V4 DF/DF OR EQUAL FOR SIMPLE SPANS, AND 24F-V8 DF/DF FOR CONTINUOUS SPANS U.N.O.. 18.“VERSA-LAM”& “MICRO-LAM MEMBERS SHALL BE GRADE 2.0 E. 19.ALL WOOD EXPOSED TO WEATHER OR IN CONTACT W/ GROUND, EMBEDED IN CONCRETE OR MASONRY IN DIRECT CONTACT SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 & M4. 20.ALL WOOD & IRON CONNECTORS SHALL BE INSTALLED W/ ALL REQUIRED FASTENERS IN COMPLIANCE W/ THEIR WRITTEN APPROVAL. 21.ALL HANGERS, HURRICANE CLIPS, HOLD-DOWN, ANCHORS AND OTHER ACCESSORIES TO BE “SIMPSON STRONG TIES”OR EQUAL. ALL STEEL SHALL HAVE MIN. THICKNESS OF 0.04 INCHES, AND SHALL BE GALVANIZED. 22.ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP GALVANIZED. GEOTECHNICAL AND FOUNDATION NOTES; 1.THE FOUNDATION FOR THIS STRUCTURE HAS BEEN DESIGNED IN THE ABSENCE OF A GEOTECHNICAL REPORT. IT IS RECOMMENDED THAT A GEOTECHNICAL INVESTIGATION BE PERFORMED BY A QUALIFIED AGENCY AND FOUNDATION DESIGN RECOMMENDATIONS BE MADE BY A REGISTERED ENGINEER SPECIALIZING IN GEOTECHNICAL ANALYSIS. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR VERIFYING EXISTING SOIL CONDITIONS. THE CURRENT FOUNDATION DESIGN IS SUBJECT TO CHANGE BASED ON THE GEOTECHNICAL ENGINEER’S FINDINGS. 2.THE FOUNDATION FOR THIS STRUCTURE HAS BEEN DESIGNED BASED ON AN ASSUMED SOIL BEARING CAPACITY OF 1,500PSF IT IS RECOMMENDED THAT A QUALIFIED GEOTECHNICAL AGENCY BE RETAINED FOR THE PURPOSE OF CONFIRMING THAT THE FOUNDATION EXCAVATIONS ARE CAPABLE OF PROVIDING THE ASSUMED SOIL BEARING CAPACITY. 3.THE SITE SHALL BE GRADED SO AS TO DRAIN WATER AWAY FROM THE PERIMETER OF THE FOUNDATION. 4.THE TOP SURFACE OF ALL FOOTINGS SHALL BE LEVEL, SLOPING A MAXIMUM OF ONE UNIT VERTICAL IN TEN UNITS HORIZONTAL. FOOTINGS SHALL BE STEPPED IF THIS SLOPE MUST BE EXCEEDED. 5.THE TOP OF ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 2’-0”BELOW FINISH GRADE U.N.O. THE TOP OF ALL INTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 1’-6”BELOW FINISH FLOOR U.N.O. 6.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY PROTECTION OF OPEN EXCAVATIONS AND FILL SO AS NOT TO ENDANGER LIFE OR PROPERTY. 7.TOP SOIL, FOREIGN MATERIAL, ORGANIC DEBRIS, STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL IN THE AREA TO BE OCCUPIED BY THE BUILDING. 8.FILL SHALL BE PLACED IN UNIFORM LIFTS OF 6”OR LESS, AND COMPACTED TO MEET A 95% MODIFIED PROCTOR VALUE PER ASTM D 1557. FOUNDATION NOTES 8" CONC. STEM WALL W/ #4 VERTS @18" O/C W/ STD 90° HOOK INTO FTG. & #4 HORIZ. @ 12" 0/C, U.N.O.. 1.FOUNDATIONS TO BEAR A MINIMUM OF 24”BELOW FINISH GRADE. 2.ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING THE DESIGN BEARING PRESSURE OF 1,500 PSF. ALL FOUNDATION EXCAVATION SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY PRIOR TO POURING CONCRETE. 3.ALL ANCHOR BOLTS TO BE 5/8”DIA X 10" @ 24”O/C U.N.O. , WITH 3"x3"x1/4" PLATE WASHER. 4.ALL CONCRETE WORKS SHALL CONFORM TO ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE", HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305, COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. 5.ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60. ALL REINFORCING STEEL TO OVERLAP A MINIMUM OF 44XBAR DIA.; MIN. DOWELS FOR #4 SHALL BE 29" & 38" FOR #5 REIN. STEEL. 6.PROVIDE CORNER BARS TO MATCH CONTINUOUS STEEL. 7.MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 2,500PSI AT 28 DAYS. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". MINIMUM AIR ENTRAINMENT SHALL BE 5%. CEMENT SHOULD BE TYPE 1 OR 2. 8.SOIL BEARING CAPACITY ASSUMED TO BE 1,500PSF. IF SOIL CONDITIONS VARY FROM THIS, ENGINEER MUST BE NOTIFIED. ALL FOOTINGS MUST BEAR ON UNDISTURBED, FIRM NATIVE SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING PRESSURE=1,500PSF. ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER/TEST AGENCY PRIOR TO CONCRETE POURING. ALL SLOPES MUST BE STABILIZED. 9.ADJACENT GROUND SURFACES SHALL BE SLOPED AWAY FROM STRUCTURE DRAINAGE OF SURROUNDING AREA SHALL ALSO BE PROVIDED TO PREVENT ACCUMULATION OF SOIL AND EROSION OF SOIL NEAR FOOTINGS. 10.UNIFORM SOIL CONDITIONS, MUST BE PROVIDED UNDER SLAB AND FOOTINGS. CUT/FILL OR NON-UNIFORM SOIL CONDITIONS SHOULD BE EXCAVATED AND REPLACED W/ UNIFORM ENGINEERED FILL MATERIAL TO MINIMIZE DIFFERENTIAL MOVEMENT. EXPANSIVE SOILS SHALL NOT BE ALLOWED IN THE SITE. 11.THE TOPS OF FOUNDATION WALLS SHALL EXTEND 6”ABOVE THE ADJACENT FINISH GRADE. 12.MINIMUM 18”CLEARANCE FOR WOOD JOIST GIRDERS REQUIRED IN THE CRAWL SPACE UNLESS TREATED WOOD IS USED THROUGHOUT FLOOR SYSTEM. 13.THE CENTER LINE OF COLUMN FOUNDATION SHALL BE LOCATED ON COLUMNS CENTER LINE. 14.NO UNBALANCED BACKFILL SHALL BE DONE AGAINST FOUNDATION WALLS UNLESS WALLS ARE BRACED AGAINST OVERTURNING EITHER BY TEMPORARY SUPPORT OR PERMANENT CONSTRUCTION. 15.ALL RETAINING WALLS SHALL HAVE AT LEAST 12" OF FREE-DRAINING GRANULAR BACKFILL, FULL HEIGHT OF WALL. PROVIDE CONTROL JOINT IN RETAINING WALL AT APPROXIMATELY EQUAL INTERVALS NOT TO EXCEED 25 FEET NOR 3 TIMES THE WALL HEIGHT. PROVIDE EXPANSION JOINT AT EVERY FOURTH CONTROL JOINT, UNLESS OTHERWISE INDICATED. 16.PRIOR TO COMMENCING ANY FOUNDATION WORK, COORDINATE WITH ANY EXISTING UTILITIES. FOUNDATION SHALL BE LOWERED WHERE REQUIRED TO AVOID SUCH CONDITIONS. BACKFILL MATERIALS: 1.Backfill behind the wall or foundation walls shall be coarse, free-draining structural fill with no organics. 2.Backfill shall contain no more than 5% silt or clay particles and have no gravel greater than 4in in diameter. 3.The soil particles passing sieve No.4 shall be 25 to 70 percent. 4.For max. protection, drainage composites shall be placed along cut slope faces, and the wall shall be backfilled entirely with free-draining soil. 5.The top 12in to 18in of backfill shall be compacted, or the surface shall be paved. 6.If the native, silty materials are used as backfill, a min. 18in width free drain gravel should be placed against the backfill retaining walls. See details. 7.The gravel drain layer shall be hydraulically connected to the foundation drain system. 8.Free-draining backfill or gravel shall be used for the entire width of the backfill where seepage is encountered. GENERAL EROSION CONTROL NOTES: 1.INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 2.MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS. 3.ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION. IT IS RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCK PILE OF THIS MATERIAL ON SITE FOR QUICK APPLICATION. 4.HYDROSEED WITH A WOOD CELLULOSE FIBER MULCH APPLIED AT A RATE OF 2,000#/ACRE. USE AN ORGANIC TACKIFIER AT NO LESS THAN 150 #/ACRE OR PER MANUFACTURE'S RECOMMENDATION IF HIGHER. APPLICATION OF TACKIFIER SHALL BE HEAVIER AT EDGES, IN VALLEYS AND AT CRESTS OF BANKS AND OTHER AREAS WHERE SEED CAN BE MOVED BY WIND OR WATER. 5.DISPERSION TRENCHES SHALL OVERFLOW ONTO NATIVE UNDISTURBED GROUND. NO SITE DISTURBANCE BELOW TRENCHES. GRADING NOTES: 1. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 2.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. 3.FINAL GRADE TO CONVEY SURFACE DRAINAGE TOWARD ROCK CHANNELS AND DISPERSION TRENCHES. 4.AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AND STRIPPED OF TOPSOIL. 5.PLACE FILL SLOPES WITH A GRADIENT STEEPER THAT 3:1 IN LIFTS NOT TO EXCEED 8 INCHES, AND MAKE SURE EACH LIFT IS PROPERLY COMPACTED. FOOTING DRAINAGE: 1.FOOTING DRAINAGE SHALL BE INSTALLED AROUND ALL FOOTINGS THAT RETAIN EARTH.(R405.1). 2.MIN. 4" PERFORATED DRAIN PIPE SHALL BE USED, WRAPPED IN APPROVED FILTER FABRIC WITH CLEAN DRAIN AGGREGATE(2.0 CU.FT PER LIN.FT.) ,PIPED TO DAYLIGHT W/ 2% MIN. SLOPE.ACI 332.1R-06/3.13 3.DRAIN PIPE SHALL BE DRAINED TO SUMP PUMP, STORM SEWER OR DAYLIGHT.ACI 332. 1R-06/3.13 4.GRAVEL OR CRUSHED STONE DRAIN SHALL BE EXTENDED NOT LESS THAN 1FT BEYOND OUTSIDE EDGE OF THE FOOTING AND 6IN ABOVE THE TOP OF THE FOOTING. EXISTING CONSTRUCTION NOTES; 1.BEFORE PROCEEDING WITH ANY WORK , THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURE AND OTHER SITE CONDITIONS, IT SHALL BE THE CONTRACTOR`S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. 2.THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS , ELEVATIONS. ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF WORK TO EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL NECESSARY MEASUREMENTS FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ERECTION OF ALL SHORING NECESSARY TO SAFEGUARD THE EXISTING STRUCTURE. MINIMUM NAILING SCHEDULE: 1.JOIST OR RAFTERS TO SIDES OF STUDS 3-16d 8-INCH JOIST OR LESS 1-16d FOR EACH ADDITIONAL 4 INCHES IN DEPTH OF JOIST 2-8d 2.BRIDGING TO JOIST, TOENAIL EACH END a. BLOCKING BETWEEN JOISTS OR RAFTERS - TO JOIST OR RAFTERS -TOENAILS EACH SIDE, EACH END 2-10d b. BLOCKING BETWEEN STUDS, EACH END 2-10d toenails or 2-16d 3.SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d at 16" o.c. 4.TOP PLATE TO STUD, END NAIL 2-16d 5.STUD TO SOLE PLATE 4-8, toenail or 2-16d, end nail 6.DOUBLE STUDS, FACE NAIL 16d at 24" o.c. 7.DOUBLED TOP PLATES, FACE NAIL 16d at 16" o.c. 8.TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 9.CEILING JOISTS TO PLATE, TOENAIL 3-8d 10.CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 11.CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 12.CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 13.JOIST OR RAFTERS AT ALL BEARINGS -TOENAILS, EACH SIDE 2-10d 14.1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 15.BUILT-UP CORNER STUDS 16d at 24" o.c. WOOD MATERIAL 1.LUMBER ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 20 PS20) AMERICAN SOFTWOOD LUMBER STANDARD. 2.GLULAM GLUE LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ANSI/AITC A190.1 STRUCTURAL GLUED LAMINATED TIMBER. 3.PREFABRICATED WOOD I-JOISTS ASSEMBLIES USING PREFABRICATED WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I- JOISTS , THIS MANUAL, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 4.STRUCTURAL COMPOSITE LUMBER SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ASTM D5456 STANDARD SPECIFICATION FOR EVALUATIONS OF STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS MANUAL, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 5.PREFABRICATED WOOD TRUSSES ASSEMBLIES USING PREFABRICATED WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS MANUAL, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN ANSI/TPI 1 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONNECTION, THE TRUSS DESIGN DRAWINGS, OR THE MANUFACTURER'S CODE EVALUATION REPORT. 6.GYPSUM GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ASTM C 1396/C 1396M, STANDARD SPECIFICATION FOR GYPSUM BOARD 7.HARDBOARD HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ANSI/CPA A135.6 HARDBOARD SIDING. 8.STRUCTURAL PANELS 8.1 ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND BOARD OR WAFERBOARD USE DIN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF PS2 OR APPLICABLE CODE EVALUATION REPORTS. 8.2 PARTICLEBOARD PARTICLEBOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO ANSI A208.1 PARTICEBOARD STANDARD AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 8.3 FIBERBOARD FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF ASTM C208 STANDARD SPECIFICATION FOR CELLULOSIC FIBER INSULATION BOARD. 8.4 STRUCTURAL PANEL SIDING STRUCTURAL PANEL SDING USED IN STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF PS1, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REPORTS. LUMBER SPECIES: POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2 EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. ALL STUDS TO BE DF#2 OR BETTER. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 1/2'' CDX INT-APA RATED 32/16, EXP. 1. B.N.:8d common nails at 6" o.c. E.N.:8d common nails at 6" o.c. F.N.:8d common nails at 12" o.c. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB. B.N.:8d common nails at 6" o.c. E.N.:8d common nails at 6" o.c. F.N.:8d common nails at 12" o.c. FASTENERS AND CONNECTORS 1.LAG SCREWS LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ASME B18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INC SERIES). 2.TRUSS METAL CONNECTOR PLATES TRUSS METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENTS OF ANSI/TPI 1, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3.METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE SPECIFIED, MINIMUM ASTM A653 STANDARD SPECIFICATION FOR STEEL SHEET, ZINC- COATED (GALVANIZED) OR ZINC-IRON ALLOY-COATED (GALVANNEALED) BY THE HOT-DIP PROCESS, STRUCTURAL STEEL, GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 4.NAILS NAILS SHALL COMPLY WITH ASTM F1667 STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 5.PNEUMATIC NAILS AND STAPLES PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CDE AND ANY ADDITIONAL REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. DESIGN CRITERIA THE INTENDED DESIGN STANDARD AND/OR CRITERIA ARE AS FOLLOWS; • GENERAL International Building Code (IBC 2018) • WOOD NDS-2015 • CONCRETE ACI 318-14: Building Code Requirements for Structural Concrete and Commentary • MASONARY TMS 402-13/ACI 530-13/ASCE 5-13 • STRUCTURAL STEEL ANSI/AISC 360-16: Specification for Structural Steel Buildings. • I-JOIST ASTM D5055-19 Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists. • STEEL JOISTS/GIRDERS SJI-2016 • METAL DECKS SDI-2016 • COLD-FORMED METAL AISI, ASD-2016 • WOOD TRUSS ANSI/TPI 1-2014 • GLULAM ANSI 117-2015: Standard Specification for Structural Glued Laminated Timber of Softwood Species. • FOUNDATIONS SOIL INVESTIGATION AND REPORT PREPARED BY XXX Design References; • International Building Code (IBC 2018). • Special Design Provisions for Wind and Seismic with Commentary (SDPWS-2015). • National Design Specification for Wood Construction (NDS)2015. • Wood Frame Construction Manual (WFCM-2015). • Timber Construction Manual, 6th edition, 2012 (TCM-2012) • ACI 318-14: Building Code Requirements for Structural Concrete and Commentary • ACI 301-16: Specifications for Structural Concrete. • ACI (332-14): Residential Code Requirements for Structural Concrete and Commentary. NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Scale Checked By Drawn By Date Project number Rev#Description Date Revisions Cl i e n t N a m e Pr o j e c t A d d r e s s 1/2" = 1'-0" Author Checker GENERAL STRUCTURAL NOTES & SPECIFICATIONS HO O D C A N A L H O U S E MI K E S A V I L L E S00 LO T S 1 5 / 1 6 B L U E J A Y L A N E PO R T L U D L O W , W A 9 8 3 6 5 03-30-2021 Apr 08 2021 LIST OF ABBREVIATIONS; ADD`L ADDITIONAL APPROX.APPROXIMATE ARCH. ARCHITECTURAL DRAWINGS ASD ALLOWABLE STRESS DESIGN B.F.BOTTOM FACE B.M.BENCHMARK B.N.BOUNDARY NAILING B.O.B.BOTTOM OF BOREHOLE B.O.T.P. BOTTOM OF TEST PIT BOTT. BOTTOM C CENTIGRADE C.C.CENTER TO CENTER CFM CUBIC FEET PER MINUTE C.I.CAST IRON C.J.CONSTRUCTION JOINT CLR CLEAR CMP CORRUGATED METAL PIPE CONC.CONCRETE CONT.CONTINUOUS CT.J.CONTRACTION JOINT DEG.DEGREE DIA. DIAMETER DIAG.DIAGONAL DWL DOWEL E EAST, EASTING EA.EACH E.F.EACH FACE E.N.EDGE NAILING E.J.EXPANSION JOINT EL.ELEVATION E.W.EACH WAY EXIST.EXISTING F FAHRENHEIT F.F.FAR FACE FIG.FIGURE F.N.FIELD NAILING FT.FEET FTG FOOTING FIN.FINISH GA.GAGE GAL GALLON GALV.GALVANIZED GR.GRADE G.L.GRADE LEVEL GPM GALLONS PER MINUTE H.P. HIGH POINT, HORSE POWER HR HOUR HORIZ. HORIZONTAL HT. HEIGHT I.D.INSIDE DIAMETER I.F.INSIDE FACE INV.INVERT IN.INCH JST JOIST JT.JOINT KIPS KILOPOUNDS LB.POUND L.P.LOW POINT LG.LONG LONG. LONGITUDINAL MAX.MAXIMUM MIN.MINIMUM M.H.MANHOLE MFR.MANUFACTURER NGVD NATIONAL GEODETIC VERTICAL DATUM N NORTH, NORTHING N.I.A.NOT IN CONTRACT N.T.S.NOT TO SCALE N.F.NEAR FACE O/C ON CENTERS O.D.OUTSIDE DIAMETER O.F.OUTSIDE FACE O.H.OVER HANG O.W.OUTLET WORKS P.C.POINT OF CURVATURE P.T.PRESSURE TREATED P.D.PLAIN DOWEL P.I.POINT OF INTERSECTION PL.PLATE PREEAB. PREFABRICATED PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PVC POLYVINYL-CHLORIDE R RADIUS RCC ROLLER COMPACTED CONCRETE RCP REINFORCED CONCRETE PIPE REINF.REINFORCEMENT REQD.REQUIRED REV.REVISION S SOUTH SCH.SCHEDULE SH.SHEET S.S.STAINLESS STEEL SECT.SECTION SIM.SIMILAR SIMPS. SIMPSON STRONG TIES S.O.G. SLAB ON GRADE SQ.SQUARE SPEC. SPECIFICATIONS STA.STATION SYM.SYMMETRICAL STD.STANDARD T&B TOP AND BOTTOM T.F.TOP FACE THK.THICKNESS TRANS. TRANSVERSE TOPO.TOPOGRAPHY TYP.TYPICAL T.O.W.TOP OF WALL T.O.F.TOP OF FOOTING U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL W WEST W/ WITH W/O WITHOUT W.S.WATERSTOP WSP WOOD STRUCTURAL PANEL HOLD DOWN SCHEDULE MODEL No.Ga.A.B. Dia.A.B. MODEL STEM WALL A.B. MIN. EMBED. (le)FASTENERS STUD THICKNESS HDU14-SDS2.5 7 Required Notes 1. HOLD-DOWN MARKS ON PLAN APPLY THE BASE OF FRAMED WALLS ON THAT PLAN, OR TO TOP OF CONC. U.N.O. 2. PAELS FROM INTERSECTING SHEAR WALLS SHALL BE EDGE NAILED TO ALL HOLD DOWN MEMBERS TO SHARE CORNER HOLD-DOWNS. THE LARGER OF THE HOLD-DOWNS SPECIFIED SHALL BE USED, U.N.O. 3. EDGE NAIL SHEATHING TO THE FOUNDATION MUD-SILL PLATE 5. HOLD-DOWN LOCATION AS SHOWN ON THE PLAN SUPERCEDES NOTE #4 6. PANEL EDGE NAILING SHALL BE EVENLY DISTRIBUTED AMONG MEMBERS IN HOLD-DOWN STUDS, W HICH SHALL BE LAMINATED TOGETHER WITH 12d @ 6" O.C. U.N.O. 7. GRADE A36 THD'D ROD OF SAME ⌀MAY BE USED IN LIEU OF 'PAB'. A x 2 1/2 x 2 1/2" PL WASHER SHALL BE INSTALLED AT THE BASE, NUTTED BOTH SIDES W/ A HEAVY HEX NUT AT THE BOTTOM SIDE NOTE 1"PAB8 11"(36) 1/4" x 2 1/2" SDS 5 1/2"x5 1/2"USE; HEAVY HEX ANCHOR NUT HDU11-SDS2.5 10 1"PAB8 11"(30) 1/4" x 2 1/2" SDS 3 1/2"x7 1/4"SEE SIMPSON C-C-2019/TABLE 1 HDU8-SDS2.5 10 7/8"PAB7 10"(20) 1/4" x 2 1/2" SDS 3 1/2"x4 1/2"SEE SIMPSON C-C-2019/TABLE 1 HDU5-SDS2.6 14 5/8"SB5/8X24 18"(14) 1/4" x 2 1/2" SDS 3x3 1/2"SEE SIMPSON C-C-2019/TABLE 1 HDU2-SDS2.5 14 20 5/8"(6) 1/4" x 2 1/2" SDS 3x3 1/2"SEE SIMPSON C-C-2019/TABLE 1 DTT2Z 14 12 5/8"(8) 1/4" x 2 1/2" SDS 3x3 1/2"SEE SIMPSON C-C-2019/TABLE 1 MSTC52 16 36-16d SINKER STRAP TIE; 24" CLEAR SPAN MSTC40 16 STRAP TIE; 24" CLEAR SPAN LTT19 16 SEE SIMPSON C-C-2019/TABLE 1 LTT20B 12 SEE SIMPSON C-C-2019/TABLE 1 LTT131 18 SEE SIMPSON C-C-2019/TABLE 1 HTT4 11 SEE SIMPSON C-C-2019/TABLE 1 HTT5 11 SEE SIMPSON C-C-2019/TABLE 1 HD3B 12 3 1/2"x3 1/2"SEE SIMPSON C-C-2019/TABLE 1 HD5B 10 3 1/2"x3 1/2"SEE SIMPSON C-C-2019/TABLE 1 HD7B 10 3 1/2"x4 1/2"SEE SIMPSON C-C-2019/TABLE 1 HD9B 7 3 1/2"x4 1/2"SEE SIMPSON C-C-2019/TABLE 1 HD12 3 3 1/2"x4 1/2"SEE SIMPSON C-C-2019/TABLE 1 HDU4-SDS2.6 14 18"(10) 1/4" x 2 1/2" SDS 3x3 1/2"SEE SIMPSON C-C-2019/TABLE 15/8" 5/8" 1/2" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 7/8" 7/8" 1" SB5/8X24 SSTB24 SSTB16 SSTB16 SSTB16 SSTB16 SSTB24 PAB7 PAB7 PAB8 SB5/8X24 SB5/8X24 SB5/8X24 12 5/8" 12 5/8" 12 5/8" 18" 18" 20 5/8" 20 5/8" 10" 10" 11" 20-16d SINKER (8) 0.148 x 3 (10) 0.148 x 3 (18) 0.148 x 1 1/2" (18) SD#10 x 1 1/2" (26) 0.162 x 2 1/2" (2) x5/8" STUD BOLTS (2) x5/8" STUD BOLTS (3) x5/8" STUD BOLTS (3) x5/8" STUD BOLTS (4) x1" STUD BOLTS 3x3 1/2" 3x3 1/2" 3x3 1/2" 3x3 1/2" 3x3 1/2" 4. HOLD-DOWNS OCCUR AT EACH END OF EACH SHEARWALL SEGMENT LEGEND XXX FOUNDATION ELEVATION X.XX"DROP OR STEP FX-X SPREAD FOOTING NUMBER PER SCHEDULE WFX-X WALL FOOTING NUMBER PER SCHEDULE XXX WOOD POST OR TRIMMER DIRECTION OF MEMBERS PER SCHEDULE X MEMBERS DISTRIBUTION XXX HOLD-DOWN PER SCHEDULE X'-X" WX SHEAR WALL LENGTH AND NUMBER REFER TO SHEAR WALL SCHEDULE FOR SPEC. X S-X DETAIL NUMBER SHEET NUMBER X BEAM NUMBER, REFER TO CALCULATION REPORT AND BEAM SCHEDULE KEY NOTE NUMBER X BEARING WALL HIGHLIGHTED IN GRAY, OR CALLED OUT A.B. PER SCH. BRACED WALL PER SHEAR WALL SCH. A.B. PER SCH. 12" FROM CORNERS X'-X" WX KEY NOTES UNBLOCKED ROOF DIAPHRAGM W/ 8d @ 6" O/C B.N., 6" O/C E.N. & 12" O/C FIELD 1 2 UNBLOCKED FLOOR DIAPHRAGM W/ 8d @ 6" O/C B.N., 6" O/C E.N. & 12" O/C FIELD 3 HEADER, SEE HEADER SCHEDULE BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS @ 48" O/C MAX4 5 HOLD-DOWN ABOVE HOLD-DOWN PER SCH. XXX XXX HOLD-DOWN POST PER SCH. BEAM/HEADER SHEAR WALL SCHEDULE Label APA Rated Sheating [1][2][4][12][13] Nail Size & Spacing @ Edges [4][5] Stud & Blocking Size @ Adjoining Edges [3][6][14] Rim Joist or block connection to top plate [7][8] 2X Bottom Plate Attachment Sill Plate Attachment PLF Capacity Nailing to Wood Below [9] Anchor Bolt to Concrete Below [10][15] Sill Plate Size @ Foundation [11] W6 15/32" one side 0.131x2-1/2 @ 6" O.C.2X6 Clip @ 24" O.C.0.148x3-1/4" @ 6" O.C.5/8" @ 48" O.C.2X6 W4 15/32" one side 0.131x2-1/2 @ 4" O.C.2X6 Clip @ 16" O.C.0.148x3-1/4" @ 4" O.C.5/8" @ 32" O.C.2X6 W3 15/32" one side 0.131x2-1/2 @ 3" O.C.2X6 Clip @ 12" O.C. (2) ROWS 0.148x3-1/4" @ 4-1/2" O.C. 5/8" @ 16" O.C.2X6 W2 15/32" one side 0.131x2-1/2 @ 2" O.C.3X6 Clip @ 8" O.C.5/8" @ 12" O.C.2X6 2W3[2]15/32" two sides 0.131x2-1/2 @ 3" O.C. E.A. SIDE 3X6 Clip @ 12" O.C. EACH SIDE 5/8" @ 16" O.C.3X6 2W2[2]15/32" two sides 0.131x2-1/2 @ 2" O.C. E.A. SIDE 3X6 Clip @ 8" O.C. EACH SIDE 5/8" @ 12" O.C.3X6 0.148x3-1/4" @ 3" O.C. (2) ROWS 0.148x3-1/4" @ 3" O.C. (2) ROWS 0.148x3-1/4" @ 2" O.C. Required Notes [1] Install panels either horizontally or vertically. [2] Where sheathing is applied on both sides of wall, panel edge joints on 2x framing shall be staggered so that joints on the opposite sides are not located on the same studs. [3] Blocking is required at all panel edges. [4] Provide shear wall sheathing and nailing for the entire length of the walls indicated on the plans. Ends of full height walls are designated by exterior of the building, corridors, windows, or doorways or as designated on plans. See plans for hold-down requirements. (Alternate note: walls designated as perforated shear walls require sheathing above and below all openings). [5] Sheathing edge nailing is required at all hold-down posts. Edge nailing may also be required to each stud used in built-up hold-down posts. Refer to the hold-down details for additional information. [6] Intermediate framing to be with 2x minimum members. Field nailing 12" O.C. [7] Based on 0.131x1-1/2" long nails used to attach framing clips directly to framing. Use 0.131x2-1/2" nails where installed oversheathing. [8] Framing clips: A35 or LTP5 or approved equivalent. [9] Where plate attachment specifies (2) rows of nails, provide double joist, rim or equal. Attach per details. [10] (In Seismic Design Categories D, E & F) Anchor bolts shall be provided with steel plate washers 1/4"x3"x3". Embed anchor bolts 7" minimum into the concrete. [11] Pressure treated material can cause excessive corrosion in the fasteners. Provide hot-dipped galvanized (electro-plating is not acceptable) nails and connector plates (framing angles, etc.) for all connectors in contact with pressure treated framing members. Alternate Notes [12] 7/16" APA rated sheathing (OSB) may be used in place of 15/32" sheathing provided that all studs are spaced at 16" O.C. [13] Where wood sheathing (W) is applied over gypsum sheathing (G), contact the engineer of record for alternate nailing requirements. [14] At adjoining panel edges, (2) 2x studs nailed together may be used in place of a single 3x stud. Double 2x studs may be connected together by nailing the studs together with 3" long nails of the same spacing and diameter as the plate nailing. [15] Contact the engineer of record for adhesive or expansion bolt alternatives to cast-in-place anchor bolts. (Special inspection may be required). WALL FOOTING SCHEDULE MARK WIDTH THICK.CONT. REBAR NOTES WF1-0 2-#4 TRANS. REBAR WF1-2 WF1-4 WF1-6 1'-0" 1'-2" 1'-4" 1'-6" 0'-8" 0'-8" 0'-8" 0'-8" 2-#4 2-#4 3-#4 #4 @ 9" O/C STEM WALL THICKNESS 8", 2,500 PSI. STEM WALL REBARS #4 VERT@ 18" O/C W/ STD. 90 HOOK INTO FTG & #4 HORIZ. @ 16" O/C TYP. #4 VERT@ 18" O/C W/ STD. 90 HOOK INTO FTG & #4 HORIZ. @ 16" O/C TYP. #4 VERT@ 16" O/C W/ STD. 90 HOOK INTO FTG & #4 HORIZ. @ 14" O/C TYP. #4 VERT@ 16" O/C W/ STD. 90 HOOK INTO FTG & #4 HORIZ. @ 14" O/C TYP. 8", 2,500 PSI. 8", 2,500 PSI. 8", 2,500 PSI. NOTE: USE HANGERS WITH CONCEALED FLANGES FOR HEADER AND MIN 6x6 POSTS AT SPANS GREATER THAN 10'-0" OR AT GLULAM BEAMS UP TO 4'-0" MAX. ROUGH OPENING 4'-1" TO 6'-0" 6'-1" TO 8'-0" 8'-1" TO 10'-0" HEADER, U.N.O. 3 1/8"x15"GLB OR 5 1/8"x10 1/2"GLB 3 1/8"x12"GLB OR 6x12 6x10 OR 4x14 6x6 OR 4x10 8'-1" TO 10'-0" 6'-1" TO 8'-0" 4'-1" TO 6'-0" MAX. ROUGH OPENING UP TO 4'-0" HEADER, U.N.O. 6x6 OR 4x8 6x8 OR 4x10 6x10 OR 4x12 6x12 OR 4x14 OVER 10'-0"SEE PLANS OVER 10'-0"SEE PLANS HEADER AT FLOOR OPENING HEADER AT ROOF OPENING SPREAD FOOTING SCHEDULE MARK SIZE THICK. LONG. D1-6 -- TRANS. D2-0 F2-0 F2-6 1'-6" DIA. 2'-0" DIA. 2'-6"X2'-6" 2'-0"X2'-0" 24" 36" 12" -- 3-#4 BOTT. 4-#4 BOTT. F3-0 F3-6 F4-0 F4-6 3'-0"X3'-0" 4'-0"X4'-0" 4'-6"X4'-6" 3'-6"X3'-6" 12" 12" 12" 12" 12" -- -- 3-#4 BOTT. 4-#4 BOTT. 4-#4 BOTT.4-#4 BOTT. 3-#5 BOTT.3-#5 BOTT. 4-#5 BOTT.4-#5 BOTT. 4-#5 BOTT.4-#5 BOTT. REINFORCING. NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Scale Checked By Drawn By Date Project number Rev#Description Date Revisions Cl i e n t N a m e Pr o j e c t A d d r e s s As indicated Author Checker SCH. & DESIGN INFO. HO O D C A N A L H O U S E MI K E S A V I L L E S00.1 LO T S 1 5 / 1 6 B L U E J A Y L A N E PO R T L U D L O W , W A 9 8 3 6 5 CODE SUMMARY Code:International Building Code 2018 Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Typical Floor 30 psf Partitions 15 psf All other residential areas except balconies & decks40 psf Partitions N/A Partitions N/A Dead Loads: Floor 15.0 psf Roof 15.0 psf Wind Design Data: Ultimate Design Wind Speed 110 mph Nominal Design Wind Speed 85.21 mph Risk Category II Mean Roof Ht (h)23.0 ft Exposure Category B Enclosure Classif.Enclosed Building Internal pressure Coef.+/-0.18 Directionality (Kd)0.85 Roof Snow Loads: Design Uniform Roof Snow load =25.2 psf Flat Roof Snow Load Pf =25.2 psf Balanced Snow Load Ps =25.2 psf Ground Snow Load Pg =25.0 psf Importance Factor I =1.00 Snow Exposure Factor Ce =1.20 Thermal Factor Ct =1.20 Sloped-roof Factor Cs =1.00 Drift Surcharge load Pd = Width of Snow Drift w = Earthquake Design Data: Risk Category =II Importance Factor I =1.00 Mapped spectral response accelerations Ss =133.40 S1 =47.60 Site Class =D Spectral Response Coef.Sds =0.889 Sd1 =0.579 Seismic Design Category =D Basic Structural System =Bearing Wall Systems Seismic Resisting System =Light frame (wood) walls with structural wood shear panels Design Base Shear V =0.137W Seismic Response Coef.Cs =0.137 Response Modification Factor R =6.5 Analysis Procedure = Equivalent Lateral-Force Analysis CODE SUMMARY- continued Component and cladding ultimate wind pressures Roof Surface Pressure (psf) Area 10 sf 20 sf 50 sf 100 sf Negative Zone 1 -25.3 -24.3 -22.9 -21.9 Negative Zone 2 -30.4 -28.4 -25.7 -23.6 Negative Zone 3 -52.7 -48.0 -41.9 -37.3 Positive All Zones 16.0 16.0 16.0 16.0 Parapet Solid Parapet Pressure (psf) Area 10 sf 20 sf 50 sf 100 sf 200 sf 500 sf CASE A: Zone 2 : 0.0 0.0 0.0 0.0 0.0 0.0 Zone 3 : 0.0 0.0 0.0 0.0 0.0 0.0 CASE B : Interior zone : 0.0 0.0 0.0 0.0 0.0 0.0 Corner zone : 0.0 0.0 0.0 0.0 0.0 0.0 Wall Surface Pressure (psf) Area 10 sf 100 sf 200 sf 500 sf Negative Zone 4 -21.9 -18.9 -18.0 -16.8 Negative Zone 5 -27.0 -21.0 -19.2 -16.8 Positive Zone 4 & 5 20.2 17.2 16.2 16.0 03-30-2021 Apr 08 2021 22'-8" 6'-4" 25' 28' 22'-9 1_ 2" 8'-01_ 2" 17'-11" 7'-6" 13'-3 1_ 2" 30' 7'-6" 8'-11 1_ 2" 8'-11 1_ 2" 3'-7" 7' 9' NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Scale Checked By Drawn By Date Project number Rev#Description Date Revisions Cl i e n t N a m e Pr o j e c t A d d r e s s 1/4" = 1'-0" Author Checker FOUNDATION PLAN HO O D C A N A L H O U S E MI K E S A V I L L E S00.02 LO T S 1 5 / 1 6 B L U E J A Y L A N E PO R T L U D L O W , W A 9 8 3 6 5 1/4" = 1'-0"1 Foundation Plan WF1-4 WF1-4 WF1-4 WF1-4 WF1-2 WF1-2 WF1-4 WF1-2 WF1-0 WF1-0 WF1-0 WF1-4 F2-0 F2-0 F2-6 F2-6 F3-0 F3-0 4" S.O.G. f`c=2,500psi 1 SD01 1 SD01 1 SD01 1 SD01 2 SD01 2 SD01 2 SD01 3 SD01 3 SD01 3 SD01 4 SD01 4 SD01 BASE SHALL BE 18" BELOW FINISH GRADE TYP. 03-30-2021 Apr 08 2021 NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Scale Checked By Drawn By Date Project number Rev#Description Date Revisions Cl i e n t N a m e Pr o j e c t A d d r e s s Author Checker 1ST FLOOR FRAMING & SHEAR WALL LOCATIONS HO O D C A N A L H O U S E MI K E S A V I L L E S00.03 LO T S 1 5 / 1 6 B L U E J A Y L A N E PO R T L U D L O W , W A 9 8 3 6 5 1H 1F1G 1M 1N 003 002 1L 1B 1A 1J 1K 009 011 012 007 008 014 013 010 006 005 1E 1C 1D 004 001 W DR 5 1/ 2 " 8' - 0 " 8' - 6 1/ 2 " 7' - 6 1/ 2 " 5 1/ 2 " 5 1/2" 13'-6 1/2"13'-6 1/2" 5 1/2" 28'-0" 5' - 0 " 15 ' - 5 1/ 2 " 8'-0"12'-0"8'-0"7'-6" 3'-2"16'-4"7'-4"3'-2"7'-0" 9' - 0 " 2' - 0 1/ 2 " 2'-0" 25 ' - 0 " 8'-6" 4' - 0 " 5 1/ 2 " 4' - 0 " 5 1/2" 3'-0" 5 1/2" 4'-10" 3 1/2" 5'-6" 3 1/2" 7'-0" 3 1/2" 5 1/ 2 " 6' - 4 " 5 1/ 2 " 4' - 0 " 5 1/ 2 " 4' - 0 " 3 1/ 2 " 13 ' - 0 " 5 1/ 2 " 3 1/ 2 " 6' - 4 1/ 4 " 3 1/2" 5'-0" 3 1/2" 17 ' - 1 1 " 7'-6" 13 ' - 3 1/ 2 " 5 1/ 2 " 5 1/ 2 " 1' - 9 " 3' - 7 " 8' - 1 1 1/ 2 " 8' - 1 1 1/ 2 " 5' - 0 " 15 ' - 5 1/ 2 " 3' - 1 1 1/ 2 " 5' - 0 " 5' - 0 " 3' - 1 1 33 / 6 4 " 22 ' - 9 1/ 2 " 6' - 4 " 4' - 1 0 " 14 ' - 8 " 3' - 2 " 4' - 6 1/ 2 " 4' - 4 " 2' - 0 " 2'-8 1/2"3 1/2"4'-4"8'-0 1/2" 7'-0 1/2" 5'-3 1/2"2'-6 1/2" 3 1/2" 5'-6"3 1/2"15'-2"7'-6"5 1/2" 2 A-3.1 2 A-3.2 1 A-3.2 1 A-3.1 FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN 18" DIA CONCRETE CLOUMN WALL PACK WALL PACK WATER HEATER BATH MECHANICAL BEDROOM 2 LAUNDRY STORAGE FOYER FAMILY ROOM GARAGE UP LINEN HALL COATS 2 A-4 2 A-4 1 A-4 1 A-4 CLOSET 13'-0" 3 1/2" 2'-6" 3 1/2" 13'-0" 5 1/2" CLOSET SCALE: 1/4" = 1'-0" 1 FIRST FLOOR 0 2'4'8' W 4 W 3 W4 W4 W 4 33 3 3 3 3 3 3 3 3 3 3 3 3 3 33 3 3 3 3 3 J12 J11J11 J13 J15 J16 2X6 2X6 2X6 2X6 2X6 J14 B13 B14 B11B11 B12 4 4 4 4 2 2 2 2 11 7/8" TJI® 110 @ 16" OC 11 7/8" TJI® 110 @ 16" OC 11 7 / 8 " T J I ® 11 0 @ 1 6 " O C 11 7 / 8 " T J I ® 11 0 @ 1 6 " O C 2W32W3 3 1/8" x 12" 24F-V8 DF3 1/8" x 12" 24F-V8 DF 6 x 1 2 D o u g l a s Fi r - L a r c h N o . 2 6 x 1 2 D o u g l a s Fi r - L a r c h N o . 2 2 x 10 Douglas Fir-Larch No. 2 @ 16" OC LUS8 HANGER DECK JST TO BOARD TYP. 2X4 DECKING WITH 2-16d @ E.A. JST TYP. 11 7/8" TJI® 110 @ 16" OC 2 x 10 Douglas Fir-Larch No. 2 @ 16" OC HDU5HDU5 HDU4 HDU4 HDU5 HDU5 HDU4 HDU4 HDU5 HDU5 HDU4 HDU4 6X6 POST 6X6 POST 5 1 / 2 " x 1 2 " 2 4 F - V 8 D F Gl u l a m 4 SD02 1 SD02 1 SD02 NOTE; SEE DETAIL 3/SD02 FOR RAIL GUARD 8 SD01 03-30-2021 Apr 08 2021 NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Scale Checked By Drawn By Date Project number Rev#Description Date Revisions Cl i e n t N a m e Pr o j e c t A d d r e s s Author Checker 2ND FLOOR FRAMING & SHEAR WALL LOCATIONS HO O D C A N A L H O U S E MI K E S A V I L L E S00.04 LO T S 1 5 / 1 6 B L U E J A Y L A N E PO R T L U D L O W , W A 9 8 3 6 5 107 2P2R2S 2N 2L 2M 2K 106 2B2A 2C 3B3A 3C 2Y 2Z 2V 2X 2W 2J 2G 2H 2F 2D 2E 3J 3G 3F 3D 3H 3E 101 2T 2U 3M 3L 3K 105 108 104 104 102 F 2 A-3.1 2 A-3.2 1 A-3.2 1 A-3.1 2'-10"4'-10"6'-0"5'-2"5'-2"4'-0 1/64" 11'-0"6'-6"9'-0"3'-6"7'-6" 2' - 0 " 4' - 4 " 4' - 4 " 3' - 8 " 4' - 4 " 4' - 4 " 2' - 0 " 3' - 2 1/ 6 4 " 3' - 1 63 / 6 4 " 2' - 5 63 / 6 4 " 4' - 0 1/ 6 4 " 3' - 6 " 3' - 6 " 4' - 2 " 5' - 0 " 5' - 0 " 15 ' - 1 63 / 6 4 " 2' - 6 1/ 6 4 " 10 ' - 2 " 1' - 5 1/ 2 " 30'-0" 37'-6" 2' - 1 0 " 4' - 1 0 " 9' - 5 1/ 2 " 7' - 1 0 31 / 6 4 " 6' - 4 " 22 ' - 8 " 25 ' - 0 " 3' - 0 " 19 ' - 0 " 7'-11 1/2" 2'-0" 3' - 3 " 9' - 1 0 1/ 2 " 2' - 1 1/ 2 " 5'-9"5'-0" 9' - 1 " 4'-6"2'-8"PLANT SHELF AT 8'-6" A.F.F. ISLAND WITH CABINETS ON BOTH SIDES ELECTRIC COOKTOP SINK 36"H RAILING 36"H RAILING 5" DIA STEEL POST DOUBLE OVEN CABINET DOWN WALK-IN CLOSET MASTER BATH MASTER BEDROOM ABV. ABV. ABV. KITCHEN LIVING ROOM DINING ROOM 8' CEILING VAULTED CEILING 2 : 12 SLOPEOFFICE HALL RESTROOM CASED OPENING CASED OPENING CASED OPENING CASED OPENING 8' CEILING ABV. ABV. ABV. ABV. ABV. ABV. ABV.ABV.ABV. DECK DECK 2 A-4 2 A-4 1 A-4 REFRIGERATOR CABINET 3'-0" 5 1/2" 5'-0" 3 1/2" 5'-6" 3 1/2" 9'-8" 5 1/2" PANTRY SCALE: 1/4" = 1'-0" 2 SECOND FLOOR PLAN 0 2'4'8' W 4 W 3 W 4 W 4 2W 3 W 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 33333 3 3 3 3 3 3 3 3 2X6 W 4 2W3 2W3 HDU4HDU4HDU4HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 03-30-2021 Apr 08 2021 NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Scale Checked By Drawn By Date Project number Rev#Description Date Revisions Cl i e n t N a m e Pr o j e c t A d d r e s s Author Checker ROOF FRAMING HO O D C A N A L H O U S E MI K E S A V I L L E S00.05 LO T S 1 5 / 1 6 B L U E J A Y L A N E PO R T L U D L O W , W A 9 8 3 6 5 2 A-3.1 2 A-3.2 1 A-3.2 1 A-3.1 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 2' - 0 1/ 2 " 1' - 0 " 1'-0" 7'-0"1'-3" 1'-0"6" 6" 3" 6"6" 6" 6" 6" 10 ' - 6 " 2' - 3 1/ 2 " 1'-0" 1'-0" 7'-6"1'-3" 3' - 7 " 19 ' - 8 " 6" 6" 1' - 0 " 6" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 26 ' - 0 " 26 ' - 0 " 2 : 12 SLOPE BELOW 3 : 12 SLOPE 1 : 12 SLOPE 3 : 12 SLOPE 2 A-4 2 A-4 1 A-4 1 A-4 SCALE: 1/4" = 1'-0" 3 ROOF PLAN 0 2'4'8' TR1 1 1 TRUSS DESIGN BY OTHERS 1 TRUSS DESIGN BY OTHERS TR2 1 9 1/2" TJI® 230 @ 24" OC 9 1/2" TJI® 230 @ 12" OC 5 SD02 5 SD02 03-30-2021 Apr 08 2021 4" S.O.G. W/ WWF 6X6 -10/10 OR #3 @ 12" O/C E.W. U.N.O BY SOIL REPORTFINISHED GRADE 5% SLOPE CL R . 0' - 3 " PER PLAN W H P E R P L A N 2X P.T. SOLE PL. 5/8"X10" A.B. PER SCH. W/ MIN. 3X3X0.229" WASHER PL. 7"EMBED IN CONC. MAX. 48" O/C 12" FROM EACH CORNER WSP PER SCH. 2X STUD @ 16" O/C U.N.O. WATERPROFF NOTE; 1. SEE FOUNDATION NOTES FOR ADD`L REQUIREMENTS. 2. SEE NAILING SCH. FOR MORE INFO. 3. SEE SHEAR WALL SCH. FOR WSP THICKNESS AND A.B. DETAILS. CONT. REBARS PER SCH. min.2-#4 MI N . 0' - 8 " 4" PVC PERF. PIPE W/ 2% MIN. SEE NOTES 4" CLEAN GRADED GRAVEL 6 MIL VAPOR RETARDER CLEAN COMP`ED FILL 18" MIN. OR BELOW FROST DEPTH 1 2 2X INTERIOR BEARING WALL PER PLAN 2X P.T. BOTTOM PL.4" MIN. S.O.G. WWF 6X6-10/10 OR; #3 @ 12" O/C U.N.O. PER SOIL REPORT 4" WELL-GRADED GRAVEL ON COMPACTED SOIL PER SOIL REPORT NOTE; SHEATHING NOT SHOWN FOR CLARITY 1/2" X10" A.B. W/ 3"X3"X0.229" PL. MIN. 7" EMBED IN CONC. @48" O/C MAX.W/12" FROM EACH CORNER WIDTH PER SCH. UNFORMED SURFACE 1:2 SLOPE OR B E L O W F R O S T L I N E MI N . 1' - 6 " 2-#4 CONT. BARS S.O.G. LEVEL INTERIOR NON-BEARING WALL 2X BOTTOM PL. 4" MIN. CONC. S.O.G. 4" WELL-GRADED GRAVEL6-MIL VAPOR RETARDER SIMPS. PHNW 0.145" PIN @ 16" O/C W/ 1 1/4" INTO S.O.G. COMPACTED CLEAN AND DRY SOIL NOTE; SHEATHING NOT SHOWN FOR CLARITY S.O.G. LEVEL CONC. SPREAD FTG PER PLAN SEE SH. WOOD POST PER PLAN COL. BASE SIMS. CBSQ66- SDS2HG 4" GRADED CLEAN GRAVEL OVER CLEAN DRY SOIL REINF. STEEL PER PLAN CL R . 0' - 3 " 4" S.O.G. END WALL BLOCKING SECTION A-A 2X JOIST FLOOR FRAMING 2X STUD PER PLAN 2X OR 3X BOTTOM PL. FLR SYSTEM 2X FLR JOIST PER PLAN 2X STUD PER PLAN 2-2X TOP PL. A A SECTION A-A I-JOIST FLOOR FRAMING 2X STUD PER PLAN 2X OR 3X BOTTOM PL. FLR SYSTEM I-JST FLR JOIST PER PLAN 2X STUD PER PLAN 2-2X TOP PL. (3)16d TO BOARD (2)-16d/FT (2)-8d 2X BLOCKING @ 48" O/C (3)16d TO BOARD (2)-16d/FT I-JOIST BLOCKING @ 48" O/C BACKER BLOCK TOP FACE MOUNTED HANGER TYP. FLOOR LAYOUT 2X OR TJI JST PER PLAN 2X OR TJI JST PER PLAN GLULAM OR WOOD BEAM PER PLAN WOOD STRUCTURAL PANEL(WSP) SHEATHING SIMPS. METAL HANGER PER PLANS. SIMPS. TIE STRAP LSTA 24 @ 48" O/C WEB STIFFENERS EA. SIDE PER MANUFACTURER WEB STIFFENERS EA. SIDE PER MANUFACTURER HEADER SEE SHC. SEE ARCH. DRAW`G ROUGH OPENING CONT. PL. TO MATCH STUD SIZE WHEN USE DBL JST HEADER 2X STUD @ 16" O/C 2-2X TOP PL. MIN. 2 JACK STUDS MIN. 2 FULL HEIGHT STUDS 2X SILL PL. 2X OR 3X P.T. BOTTOM PL. FRAMING ANGLES EA. SIDE TOP & BOTTOM OF FULL HEIGHT STUD 2X CRIPPLES @ 16" O/C 0' - 6" MI N . 0' - 7 " 5/8" STUD SILL A.B. @ 48" MAX. (SPLICE OVER BEAR`G) 4'-0" MIN. BTWN. SPLICESNO SPLICE ALLOWED OVER HEADERS 5-16d BTWN. SPLICES 10-16d BTWN. SPLICES @ SHEAR WALLS 3-16d FACE NAIL 3-16d FACE NAIL 16d-COMMON @ 12" O/C 2X STUDS @ 16" O/C 16d-FACE NAIL @ 12" O/C FRAMING ANGLE EA. OF HEDER FTG LEVEL 0.5" CLEARANCE POST 6X6 USE 4X6 IN 2X4 WALL COLUMN CAP SIMPS. CCQ66 FOR 6X6 COL. SIMPS CCQ44 FOR 4X4 COL. SEE BEAM SCH. BEAM PER PLAN COLUMN CAP SIMPS. ECCQ66 FOR 6X6 COL. SIMPS ECCQ44 FOR 4X4 COL. SEE BEAM SCH. LSTA18 STRAP EA. SIDE POST 6X6 USE; 4X6 IN 2X4 WALL FLOOR FLR JST 2-2X TOP PL. 2-2X STUD COL. PER PLAN BEAM PER PLAN SIMP. STRAP ST6236 END CAP PER PLAN 2X6 STUD @ 16" O/C STUD/POST PER HOLDDOWN SCH. (3)-2X BLOCK`G THREADED ROD PER SCH. HOLDDOWN PER PLAN SEE HOLSDOWN SHC. 2X STUD PER PLAN NOTE; 1-SHEATHING NOT SHOWN FOR CLARITY. 2-SEE OTHER DETAILS FOR ADDITIONAL REQUIREMENTS. 3-SEE STRUCTURAL SPECIFICATIONS AND NOTES FOR ADDITIONAL REQUIREMENTS. HOLDDOWN PER PLAN SEE HOLSDOWN SHC. NOTE; 1-SHEATHING NOT SHOWN FOR CLARITY. 2-SEE OTHER DETAILS FOR ADDITIONAL REQUIREMENTS. 3-SEE STRUCTURAL SPECIFICATIONS AND NOTES FOR ADDITIONAL REQUIREMENTS. STUD/POST PER HOLDDOWN SCH. (2)-2X BLOCK`G 2X STUD PER PLAN FLOOR TO FLOOR STRAP TIE EN D D I S T A N C E 0' - 2 3 / 8 " EN D D I S T A N C E 0' - 2 3 / 8 " STITCH NAILING PER NAILING SCH. CL E A R S P A N NOTE; WHEN NAILING THE STRAP OVER THE WOOD STRACTRAL PANEL (WSP), USE 2-1/2" LONG NAIL MIN. NAILING NOR REQUIRED IN RIM AREA NOTE; 1-SHEATHING NOT SHOWN FOR CLARITY. 2-SEE OTHER DETAILS FOR ADDITIONAL REQUIREMENTS. 3-SEE STRUCTURAL SPECIFICATIONS AND NOTES FOR ADDITIONAL REQUIREMENTS. THREADED ROD HOLDDOWN PER PLAN SEE HOLSDOWN SHC. STUD/POST PER HOLDDOWN SCH.2X OR 3X PRESSURE TREATED PL. CONCRETE FOUNDATION PER PLAN 0' - 0 3 / 4 " SPACING PANEL EDGE SHEATHING EDGE AT BOTTOM PL. /SINGLE ROW OF FASTENERS 0' - 0 3 / 4 " SPACING PANEL EDGE SHEATHING EDGE AT TOP PL. /SINGLE ROW OF FASTENERS SHEATHING EDGE AT BOTTOM PL. /DOUBLE ROW OF FASTENERS SPACING PANEL EDGE SHEATHING EDGE AT TOP PL. /DOUBLE ROW OF FASTENERS 0' - 0 1 / 2 " 0' - 0 1 / 2 " SPACING PANEL EDGE 0' - 0 1 / 2 " SPACING SPACING PANEL ATTACHMENT 0' - 0 1 / 2 " 0' - 0 1 5 / 3 2 " HORIZONTAL PANEL EDGE SPACING SPACING DOUBLE ROW FASTENERS 0' - 0 3 / 4 " HORIZONTAL PANEL EDGE SPACING SINGLR ROW FASTENERS 0' - 0 1 / 2 " PANEL SPLICE OVER HORIZONTAL FRAMING MEMBERS PANEL SPLICE ACROSS STUDS PANEL EDGE 0' - 0 3 / 4 " SPACING BLOCK`G, SAME SPECIES AS TOP PL. (2XFLATWISE SHOWN) INCREASE STUD NAILING INCREASE STUD NAILING INCREASE STUD NAILING INCREASE STUD NAILING CORNER INTERSECTION 16d @ 12" O/C EA. ROW 2X STUD 12" LONG BLOCK AT TOP CENTER & BOTTOM W/ 3-16d EA. BLOCK 12" LONG BLOCK AT TOP CENTER & BOTTOM W/ 3-16d EA. BLOCK 2X STUD 16d @ 12" O/C EA. ROW NOTE: SHEATHING NOT SHOWN FOR CLARITY. 1/2" MAX.1/2" MAX. WSP PER SCH. 1/2" MAX. A.B. PER SCH. 7" MIN. EMBED IN CONC. EQ.EQ. 2x4 SHEAR WALL AND ALL DOUBLE SIDED WSP 3"X3"X0.229" PL.B.N.B.N. B.N. 2x6 SHEAR WALL AND SINGLE SIDED WSP FTG LEVEL FTG LEVEL NOTE; 1-SHEATHING NOT SHOWN FOR CLARITY. 2-SEE OTHER DETAILS FOR MORE REQUIREMENTS. 3-SEE STRUCTURAL SPECIFICATIONS AND NOTES FOR ADDITIONAL REQUIREMENTS. INTERIOR SHEAR WALL WSP PER PLAN WSP PER PLAN FLR SYSTEM TRIPLE JOISTS, AT SHEAR WALL ENDS 2X OR 3X PL. HOLDDOWN PER PLAN BLOCK`G NOT SHOWN SHEAR WALL OFFSET HOLDDOWN PER PLAN A.B. PER HOLD-DOWN SCHEDULE 4"X4"X1/2" A36 STEEL PL. HOLD-DOWN & A.B. PER PLAN BEAM PER PLAN 2X OR 3X PL. PER PLAN POST PER HOLD DOWN SCH. 2X6 STUDS SHEAR WALL OFFSET E.N. E.N. E.N. E.N. 4-8d COMMON TOE NAILS 3-16d COMMON END NAILS 2-16d COMMON END NAILS 2-16d COMMON END NAILS EXTERIOR SHEAR WALL EXTERIOR SHEAR WALL FLR SYSTEM PER PLAN 2X OR I-JST PER PLAN NOTE; SEE NAILING SCH. & SHEAR WALL SHC. FOR MORE INFO. E.N. E.N. E.N. 3-16d COMMON END NAILS 2-16d COMMON END NAILS EXTERIOR SHEAR WALL FLR SYSTEM PER PLAN 2X OR I-JST PER PLAN 5/8" X10" A.B. W/ 3"X3"X0.229" PL. MIN. 7" EMBED IN CONC. @48" O/C MAX. SEE SHEAR WALL SCH. W/12" FROM EACH CORNER CONC. STEM WALL PER PLAN E.N. E.N. E.N. E.N. 3-16d COMMON END NAILS 2-16d COMMON END NAILS 2-16d COMMON END NAILS EXTERIOR SHEAR WALL EXTERIOR SHEAR WALL FLR SYSTEM PER PLAN 2X OR 3X BOTTOM PL. 2X OR 3X BOTTOM PL. 2X OR 3X BOTTOM PL. 2X FULL HT. BLOCKING 1ST & 2ND BAYS @ 48" O/C 3-16d COMMON FACE NAILS EXTERIOR SHEAR WALL_FLOOR DIAPHRAGM WITH FLOOR JOISTS PARALLEL TO WALL EXTERIOR SHEAR WALL_FLOOR DIAPHRAGM WITH FLOOR JOISTS PERPENDICULAR TO WALL EXTERIOR SHEAR WALL_FLR DIAPHRAGM WITH FLR JOISTS PERPENDICULAR TO WALL 2X CONT. RIM BOARD 2X CONT. RIM BOARD 2X CONT. RIM BOARD SHEAR PANEL, PER PLAN & SHC.SHEAR PANEL, PER PLAN & SHC. SHEAR PANEL, PER PLAN & SHC. 2X BLOCKING 2-16d PER FOOT 2-8d PER FOOT 2-16d PER FOOT NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Scale Checked By Drawn By Date Project number Rev#Description Date Revisions Cl i e n t N a m e Pr o j e c t A d d r e s s As indicated Author Checker TYPICAL STRUCTURAL DETAILS HO O D C A N A L H O U S E MI K E S A V I L L E SD01 LO T S 1 5 / 1 6 B L U E J A Y L A N E PO R T L U D L O W , W A 9 8 3 6 5 1/2" = 1'-0"1 SLAB-ON-GRADE WITH MONOLITHIC TURNED-DOWN FOOTING 1/2" = 1'-0"2 THICHENED SLAB-ON-GROUND FOOTING 1/2" = 1'-0"3 NON-BEARING WALL FTG 1/2" = 1'-0"4 WOOD COLUMN FOOTING 1/2" = 1'-0"5 FLOOR BRACING ENDWALL 1/2" = 1'-0"6 BEAM JOIST CONNECTION 1/2" = 1'-0"7 TYP. STUD WALL CONSTRUCTION 1/2" = 1'-0"8 WOOD BEAM_COLUMN CONNECTION 2 1/2" = 1'-0"9 DRAG STRUT 1/2" = 1'-0"10 HOLDDOWN DETAILS_FLOOR TO FLOOR 1/2" = 1'-0"11 HOLDDOWN DETAILS_FLOOR TO FLOOR STRAP TIE 1/2" = 1'-0"12 HOLDDOWN DETAILS_FOUNDATION 1/2" = 1'-0"13 WOOD STRUCTURAL PANEL (WSP) ATTACHMENTS 1/2" = 1'-0"14 CORNER AND INTERSECTIONS 3/4" = 1'-0"15 SW A.B. & PL. ARRANGEMENT 1/2" = 1'-0"16 HOLDDOWN DETAILS_OFFSET 03-30-2021 Apr 08 2021 NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. 2" MIN. 2" MIN. FLOOR JOISTS A FULLY THREADED 3/4" DIAMETER LAG SCREW PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER. HOLD-DOWN DEVICE MIN 750 LB. CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. 2x8 MIN. LEDGER W/ 1/2-INCH LAG SCEW PER PLAN O/C (STAGGAR FASTENERS IN 2 ROWS) LU210 SIMPS. HANGER 2X4 DECKING W/ 1/4" GAP FLASHING FOR WATER TIGHTNESS SIDING SHEATHING FLOOR PER PLAN LEDGER LAG SCREW, THROUGH-BOLT OR A.B. WITH WASHER LEDGER BOARD DETAILS PER PLAN MA X . 0' - 5 " 2"MIN. 2" M I N . STAGGER FASTENERS IN 2 ROWS 3/ 4 " M I N . 5.5"MIN. FOR 2X8 6.5"MIN. FOR 2X10 7.5"MIN. FOR 2X12 BEAM PER PLAN DECKING JOISTS PER PLAN H1 TIE @ E.A. JST 2-16d @ E.A. SUPPORT 36" MIN. 6'-0" MAX. SPACING4X4 POST, TYPICAL DO NOT NOTCH (2) 1/2" DIAMETER THROUGH-BOLTS AND WASHERS OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE ATTACH BALUSTERS AT TOP AND BOTTOM WITH (1) #8 WOOD SCREW OR (2) 8d POST-FRAME THREADED NAILS WITH 0.135" NOMINAL DIAMETER MINIMUM NOMINAL 2X8 RIM OR OUTSIDE JOIST 2X4 TOP AND BOTTOM; ATTACH TO GUARD POT WITH (2) 8d THREADED NAILS OR (2) #8 WOOD SCREWS ≥2-1/2" LONG ON INSIDE FACE 2X2 BALUSTER, TYPICAL 2X6 OR 5/4 BOARD RAIL CAP: ATTACH TO GUARD POST WITH (3) #12 BY 3" LONG SCREWS OR (3) 16d THREADED NAILS WITH 0.148" NOMINAL DIAMETER PROPOSED GUARD RAIL DETAIL A 2" MIN. 2-1/2" MIN. AND 5" MAX. 2" MIN. (2) 1/2" DIAMETER THROUGH-BOLTS AND WASHERS GUARD POST AT FIRST INTERIOR BAY, PROVIDE 2X BLOCKING AT GUARD POSTS WITH HOLD-DOWN ANCHORS; ATTACH BLOCKING WITH 10D THREADED NAILS TOP AND BOTTOM, EACH SIDE ALTERNATE ATTACHMENT OF HOLD-DOWN ANCHORS TO FRAMING MEMBERS POSIBLE PER MANUFACTURER'S INSTRUCTIONS. OUTSIDE-JOIST MIN. 2X8 (NOM.) OUTSIDE-JOIST MIN. 2X8 (NOM.) GUARD POST SECTION PLAN VIEW GUARD POST TO OUTSIDE JOIST DETAIL B 2" MIN. 2-1/2" MIN. AND 5" MAX. 2" MIN. ALTERNATE ATTACHMENT OF HOLD-DOWN ANCHORS TO FRAMING MEMBERS POSIBLE PER MANUFACTURER'S INSTRUCTIONS. SECTION GUARD POST JOIST HOLD-DOWN ANCHOR RIM JOIST MIN. 2X8 (NOM.) MIN. (2)1/2" DIAMETER THROUGH-BOLTS AND WASHERS PLAN VIEW GUARD POST TO RIM JOISTDETAIL C JOISTS ALIGN GUARD POST AT JOIST LOCATIONS RIM JOIST MIN. 2X8 (NOM.) HOLD-DOWN ANCHOR GUARD POST RIM JOIST MIN. 2X8 (NOM.) HOLD-DOWN ANCHOR SEE DETAIL (A) FOR GUARD COMPONENT ATTACHMENT REQUIREMENTS SEE DETAIL (A) FOR GUARD COMPONENT ATTACHMENT REQUIREMENTS TREADS; 2X OR 5/4 BOARDS 2X12 STRINGER@ 18" O/C MAX. SEE ARCH. DRAW`G MA X . 0' - 7 3 / 4 " 1" NOSE SIMPSON SLOPED JST HANGER MIN. CAPACITY=1575lb 3-2X12 JST FLR SYSTEM TREADS; 2X OR 5/4 BOARDS 2X12 STRINGER@ 18" O/C MAX. SEE ARCH. DRAW`G MA X . 0' - 7 3 / 4 " 1" NOSEMIN.0 ' - 5 " 4" SOG 0' - 6"0' - 4"0' - 4" 2-#41' - 6 " 3"X"3X1/4"X0'-3" ANGLE W/ 1/2" BOLT @ EA. LEG & @ EA. STRINGER TREADS; 2X OR 5/4 BOARDS 2X12 STRINGER@ 18" O/C MAX. SEE ARCH. DRAW`G MA X . 0' - 7 3 / 4 " 1" NOSEMIN.0 ' - 5 " FLR SYSTEM 3-2X12 JST 2X8 BLOCK`G W/ 2-16d NAILS @ 6" O/C MIN. 0' - 10" MIN. 0' - 10" MIN. 0' - 10" 0 ' - 5 " (2) 1/2" DIAMETER THROUGH-BOLTS WITH WASHERS REQUIRED ONLY IF GUARD IS REQUIRED; OTHERWISE USE (2) #8 WOOD SCREWS ≥3-1/2" LONG OR (2) 16d THREADED NAILS 4x4 POST 18" MIN. 6" MIN. FROST DEPTH 10"x10" SQUARE OR 12" DIA. FOOTING CUT POST AT BOTTOM TREAD ELEVATION WHEN NO STAIR GUARD IS REQUIRED STAIR STRINGER ATTACH 2x4 BEARING BLOCK USING (8) #8 WOOD SCREWS ≥3-1/2" LONG OR (8) 16d THREADED NAILS SECTION FLR LEVEL 1/8"-1/4" GAP I-JOIST PER PLAN SPECIFY AS TJI 2X STUDS 2-2X TOP PL. 1-1/2"X5-1/2" STIFFENER EA. SIDE OF WEB (4)-10d O.H. PER ARCH.8d EA. SIDE 2X BEVELED PL. H8 TIE @ EA. JOIST NOTES; 1-SHEATHING NOT SHOWN FOR CLARITY. 2-SEE MANUFACTURE`S REQUIREMENT FOR BEVELED PL. & STIFFENER REQUIREMENTS.& ADDITIONAL INFO. H.2.5A TIE @ 48" O/C NOTES: 1-THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(WILSON & HAJ CONSULTANT ENGINEERS, LLC), DEVELOPED FOR THE EXCLUSIVE USE OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC). USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF (WILSON & HAJ CONSULTANT ENGINEERS, LLC) IS PROHIBITED. 2-TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNER'S AND/ OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'S AND / OR BUILDER'S EXPENSE AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAWING. WILSON & HAJ CONSULTANT ENGINEERS,LLC IS NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 3-CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Scale Checked By Drawn By Date Project number Rev#Description Date Revisions Cl i e n t N a m e Pr o j e c t A d d r e s s As indicated Author Checker TYPICAL STRUCTURAL DETAILS HO O D C A N A L H O U S E MI K E S A V I L L E SD02 LO T S 1 5 / 1 6 B L U E J A Y L A N E PO R T L U D L O W , W A 9 8 3 6 5 1" = 1'-0"1 DECK ATTACHMENT FOR LATERAL LOADS 3/4" = 1'-0"2 JOIST TO BEAM CONNECTION 1" = 1'-0"3 WOOD DECK RAIL GUARD DETAIL 1/2" = 1'-0"4 WOOD STAIR DETAILS 1/2" = 1'-0"5 I-JOIST_ROOF CONNECTION 03-30-2021 Apr 08 2021 5* # 0 '  $ 4 1 9 0 &T C H V K P I  5 G T X K E G U #T E J K V G E V W T C N       / G E J C P K E C N 5V T W E V W T C N       2 G P E K N  C T V SHEET TITLE PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: C-1 S.BROWN HOOD CANAL.pln 0720-01 C :\ PR O J E C T S \MI K E S E V I L L E \HO O D C A N A L .pl n ARCHITECTURAL SITE PLAN SA V I L L E 35 7 BL U E J A Y L A N E PO R T L U D L O W , WA 98 3 6 5 PA R C E L #93 4 5 0 0 0 1 3 AN D #93 4 5 0 0 0 1 4 0.230 acres N 85°33'00" W 100' N 85°48'20" E 100' N 76°54' 2 0 " W 100' L = 1 0 7 . 8 7 ' L = 9 2 .7 9 ' LOT 15 L = 1 0 7 .8 8 ' BL U E J A Y L A N E 75' ST R E A M SE T B A C K ' 100' SUR F A C E WA T E R SET B A C K 50' WETL A N D BUFFE R 75' BUILD I N G SETBA C K L = 9 2 . 7 9 ' CAT IV WETLAND PER ECOLOGICAL LAND SERVICES 75 ' S E T B A C K 10 0 ' S U R F A C E W A T E R S E T B A C K 50 ' W E T L A N D BU F F E R 0.230 acres LOT 16 E A S E M E N T 80 90 90 80 100 90 80 6-8% C B D A E 100% PRIMARY AREA (4) 50’ LATERALS; 5’ O.C. TOTAL REQUIRED: 200 LF ALIGN TO CONTOURS 100% RESERVE AREA >1,750 SQFT CULVERT EXISTING STREAM TYPE Np SL 1 SL 2 SL 4 SL 3 10' Setback ASSUMED WATER METER LOC 2 7 ' 20' 20 ' B U I L D I N G SE T B A C K 2 6 ' H2O 38' x 54' SCALE: 1" = 30' THIS IS NOT A SURVEY Nathan Cleaver Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulsbo, WA 98370 E-mail: nathan@nathancleaver.com CUSTOMER:ROD F BAZAR TAX ID #:934-500-013 & 934-500-014 LOCATION:LOTS 15 & 16; BLUEJAY LANE PORT LUDLOW, WA 98365 DRAWN BY:ICS DESIGN BY:NATHAN N. CLEAVER DATE: 10 NOV 2016, REV: 20 DEC 2016 LEGEND 10' No BuildSoil Log Building Envelope Setback Existing Septic Component Tree (A) Clean Out (B) Septic Tank (C) Filter Sock (D) Pump Tank (E)Splitter PROPERTY LINES BASED ON COUNTY RECORDS:AF#: 181815; Vol. 04 Pg. 067CONTOUR LINES SOURCED FROM:Jefferson County Central Services GIS MappingWETLAND & BUFFERS SOURCED FROM: ECOLOGICAL LAND SERVICES PROJECT NUMBER: 2442.01, 10/03/16 1. 6 4 7 ' 27.986' 57.932' 5 ' 5' 5' ~ 14'-6" ~22'-6" PUMP TANK DELINIATE STORM WATER DISPOSAL SYSTEM SEPTIC TANK PROPANE TANK 2 STORY RESIDENCE DECK ENTRY DECK TRANSFORMER ELECTRICAL LINE 76' DRIVEWAY 24 ' 0.230 acres N 85°33'00" W 100' N 85°48'20" E 100' N 76°54' 2 0 " W 100' L = 1 0 7 . 8 7 ' L = 9 2 .7 9 ' LOT 15 L = 1 0 7 .8 8 ' BL U E J A Y L A N E 75' ST R E A M SE T B A C K ' 100' SUR F A C E WA T E R SET B A C K 50' WETL A N D BUFFE R 75' BUILD I N G SETBA C K L = 9 2 . 7 9 ' CAT IV WETLAND PER ECOLOGICAL LAND SERVICES 75 ' S E T B A C K 10 0 ' S U R F A C E W A T E R S E T B A C K 50 ' W E T L A N D BU F F E R 0.230 acres LOT 16 E A S E M E N T 80 90 90 80 100 90 80 6-8% C B D A E 100% PRIMARY AREA (4) 50’ LATERALS; 5’ O.C. TOTAL REQUIRED: 200 LF ALIGN TO CONTOURS 100% RESERVE AREA >1,750 SQFT CULVERT EXISTING STREAM TYPE Np SL 1 SL 2 SL 4 SL 3 10' Setback ASSUMED WATER METER LOC 2 7 ' 20' 20 ' B U I L D I N G SE T B A C K 2 6 ' H2O 38' x 54' SCALE: 1" = 30' THIS IS NOT A SURVEY Nathan Cleaver Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulsbo, WA 98370 E-mail: nathan@nathancleaver.com CUSTOMER:ROD F BAZAR TAX ID #:934-500-013 & 934-500-014 LOCATION:LOTS 15 & 16; BLUEJAY LANE PORT LUDLOW, WA 98365 DRAWN BY:ICS DESIGN BY:NATHAN N. CLEAVER DATE: 10 NOV 2016, REV: 20 DEC 2016 LEGEND 10' No Build Soil Log Building Envelope Setback Existing Septic Component Tree (A) Clean Out (B) Septic Tank (C) Filter Sock (D) Pump Tank (E)Splitter PROPERTY LINES BASED ON COUNTY RECORDS: AF#: 181815; Vol. 04 Pg. 067 CONTOUR LINES SOURCED FROM: Jefferson County Central Services GIS Mapping WETLAND & BUFFERS SOURCED FROM: ECOLOGICAL LAND SERVICES PROJECT NUMBER: 2442.01, 10/03/16 SCALE: 1" = 20' 1 SITE PLAN 0 10'20'40' IMPERVIOUS SURFACES: A. BUILDING FOOT PRIN T = 1,688 SF B. ROOF AREA = 2,067 SF C. DECKAREA = 227 SF (NOTE: DECK AREA IS UNDER COVER OF THE ROOF) D. DRIVEWAY AREA : 2,350 SF Apr 08 2021 5* # 0 '  $ 4 1 9 0 &T C H V K P I  5 G T X K E G U #T E J K V G E V W T C N       / G E J C P K E C N 5V T W E V W T C N       2 G P E K N  C T V SHEET TITLE PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: A-1 S.BROWN HOOD CANAL.pln 0720-01 C :\ PR O J E C T S \MI K E S E V I L L E \HO O D C A N A L .pl n FLOOR PLANS SA V I L L E 35 7 BL U E J A Y L A N E PO R T L U D L O W , WA 98 3 6 5 PA R C E L #93 4 5 0 0 0 1 3 AN D #93 4 5 0 0 0 1 4 1H 1F1G 1M 1N 003 002 1L 1B 1A 1J 1K 009 011 012 007 008 014 013 010 006 005 1E 1C 1D 004 001 W DR 5 1 / 2 " 8' - 0 " 8' - 6 1 / 2 " 7' - 6 1 / 2 " 5 1 / 2 " 5 1/2" 13'-6 1/2"13'-6 1/2" 5 1/2" 28'-0" 5' - 0 " 15 ' - 5 1 / 2 " 8'-0"12'-0"8'-0"7'-6" 3'-2"16'-4"7'-4"3'-2"7'-0" 9' - 0 " 2' - 0 1 / 2 " 2'-0" 25 ' - 0 " 8'-6" 4' - 0 " 5 1 / 2 " 4' - 0 " 5 1/2" 3'-0" 5 1/2" 4'-10" 3 1/2" 5'-6" 3 1/2" 7'-0" 3 1/2" 5 1 / 2 " 6' - 4 " 5 1 / 2 " 4' - 0 " 5 1 / 2 " 4' - 0 " 3 1 / 2 " 13 ' - 0 " 5 1 / 2 " 3 1 / 2 " 6' - 4 1 / 4 " 3 1/2" 5'-0" 3 1/2" 17 ' - 1 1 " 7'-6" 13 ' - 3 1 / 2 " 5 1 / 2 " 5 1 / 2 " 1' - 9 " 3' - 7 " 8' - 1 1 1 / 2 " 8' - 1 1 1 / 2 " 5' - 0 " 15 ' - 5 1 / 2 " 3' - 1 1 1 / 2 " 5' - 0 " 5' - 0 " 3' - 1 1 3 3 / 6 4 " 22 ' - 9 1 / 2 " 6' - 4 " 4' - 1 0 " 14 ' - 8 " 3' - 2 " 4' - 6 1 / 2 " 4' - 4 " 2' - 0 " 2'-8 1/2"3 1/2"4'-4"8'-0 1/2" 7'-0 1/2" 5'-3 1/2"2'-6 1/2" 3 1/2" 5'-6"3 1/2"15'-2"7'-6"5 1/2" 2 A-3.1 2 A-3.2 1 A-3.2 1 A-3.1 FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN 18" DIA CONCRETE CLOUMN 5" DIA STEEL POST 5" DIA STEEL POST 5" DIA STEEL POST WALL PACK WALL PACK WATER HEATER BATH MECHANICAL BEDROOM 2 LAUNDRY STORAGE FOYER FAMILY ROOM GARAGE UP LINEN HALL COATS 2 A-4 2 A-4 1 A-4 1 A-4 CLOSET 13'-0" 3 1/2" 2'-6" 3 1/2" 13'-0" 5 1/2" CLOSET 107 2P2R2S 2N 2L 2M 2K 106 2B2A 2C 3B3A 3C 2Y 2Z 2V 2X 2W 2J 2G 2H 2F 2D 2E 3J 3G 3F 3D 3H 3E 101 2T 2U 3M 3L 3K 105 108 104 104 102 F 2 A-3.1 2 A-3.2 1 A-3.2 1 A-3.1 2'-10"4'-10"6'-0"5'-2"5'-2"4'-0 1/64" 11'-0"6'-6"9'-0"3'-6"7'-6" 2' - 0 " 4' - 4 " 4' - 4 " 3' - 8 " 4' - 4 " 4' - 4 " 2' - 0 " 3' - 2 1 / 6 4 " 3' - 1 6 3 / 6 4 " 2' - 5 6 3 / 6 4 " 4' - 0 1 / 6 4 " 3' - 6 " 3' - 6 " 4' - 2 " 5' - 0 " 5' - 0 " 15 ' - 1 6 3 / 6 4 " 2' - 6 1 / 6 4 " 10 ' - 2 " 1' - 5 1 / 2 " 30'-0" 37'-6" 2' - 1 0 " 4' - 1 0 " 9' - 5 1 / 2 " 7' - 1 0 3 1 / 6 4 " 6' - 4 " 22 ' - 8 " 25 ' - 0 " 3' - 0 " 19 ' - 0 " 7'-11 1/2" 2'-0" 3' - 3 " 9' - 1 0 1 / 2 " 2' - 1 1 / 2 " 5'-9"5'-0" 9' - 1 " 4'-6"2'-8"PLANT SHELF AT 8'-6" A.F.F. ISLAND WITH CABINETS ON BOTH SIDES ELECTRIC COOKTOP SINK 36"H RAILING 5" DIA STEEL POST 36"H RAILING 5" DIA STEEL POST DOUBLE OVEN CABINET DOWN WALK-IN CLOSET MASTER BATH MASTER BEDROOM ABV. ABV. ABV. KITCHEN LIVING ROOM DINING ROOM 8' CEILING VAULTED CEILING 2 : 12 SLOPEOFFICE HALL RESTROOM CASED OPENING CASED OPENING CASED OPENING CASED OPENING 8' CEILING ABV. ABV. ABV. ABV. ABV. ABV. ABV.ABV.ABV. DECK DECK 2 A-4 2 A-4 1 A-4 1 A-4 REFRIGERATOR CABINET 3'-0" 5 1/2" 5'-0" 3 1/2" 5'-6" 3 1/2" 9'-8" 5 1/2" PANTRY SCALE: 1/4" = 1'-0" 1 FIRST FLOOR 0 2'4'8' SCALE: 1/4" = 1'-0" 2 SECOND FLOOR PLAN 0 2'4'8' Apr 08 2021 5* # 0 '  $ 4 1 9 0 &T C H V K P I  5 G T X K E G U #T E J K V G E V W T C N       / G E J C P K E C N 5V T W E V W T C N       2 G P E K N  C T V SHEET TITLE PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: A-2 S.BROWN HOOD CANAL.pln 0720-01 C :\ PR O J E C T S \MI K E S E V I L L E \HO O D C A N A L .pl n ROOF PLAN SA V I L L E 35 7 BL U E J A Y L A N E PO R T L U D L O W , WA 98 3 6 5 PA R C E L #93 4 5 0 0 0 1 3 AN D #93 4 5 0 0 0 1 4 2 A-3.1 2 A-3.2 1 A-3.2 1 A-3.1 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 2' - 0 1 / 2 " 1' - 0 " 1'-0" 7'-0"1'-3" 1'-0"6" 6" 3" 6"6" 6" 6" 6" 10 ' - 6 " 2' - 3 1 / 2 " 1'-0" 1'-0" 7'-6"1'-3" 3' - 7 " 19 ' - 8 " 6" 6" 1' - 0 " 6" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 26 ' - 0 " 26 ' - 0 " 2 : 12 SLOPE BELOW 3 : 12 SLOPE 1 : 12 SLOPE 3 : 12 SLOPE 2 A-4 2 A-4 1 A-4 1 A-4 SCALE: 1/4" = 1'-0" 3 ROOF PLAN 0 2'4'8' Apr 08 2021 5* # 0 '  $ 4 1 9 0 &T C H V K P I  5 G T X K E G U #T E J K V G E V W T C N       / G E J C P K E C N 5V T W E V W T C N       2 G P E K N  C T V SHEET TITLE PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: A-3.1 S.BROWN HOOD CANAL.pln 0720-01 C :\ PR O J E C T S \MI K E S E V I L L E \HO O D C A N A L .pl n EXTERIOR ELEVATIONS SA V I L L E 35 7 BL U E J A Y L A N E PO R T L U D L O W , WA 98 3 6 5 PA R C E L #93 4 5 0 0 0 1 3 AN D #93 4 5 0 0 0 1 4 SCALE: 1/4" = 1'-0"1 WEST ELEVATION SCALE: 1/4" = 1'-0"2 NORTH ELEVATION Apr 08 2021 5* # 0 '  $ 4 1 9 0 &T C H V K P I  5 G T X K E G U #T E J K V G E V W T C N       / G E J C P K E C N 5V T W E V W T C N       2 G P E K N  C T V SHEET TITLE PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: A-3.2 S.BROWN HOOD CANAL.pln 0720-01 C :\ PR O J E C T S \MI K E S E V I L L E \HO O D C A N A L .pl n EXTERIOR ELEVATIONS SA V I L L E 35 7 BL U E J A Y L A N E PO R T L U D L O W , WA 98 3 6 5 PA R C E L #93 4 5 0 0 0 1 3 AN D #93 4 5 0 0 0 1 4 SCALE: 1/4" = 1'-0"1 EAST ELEVATION SCALE: 1/4" = 1'-0" 2 SOUTH ELEVATION Apr 08 2021 5* # 0 '  $ 4 1 9 0 &T C H V K P I  5 G T X K E G U #T E J K V G E V W T C N       / G E J C P K E C N 5V T W E V W T C N       2 G P E K N  C T V SHEET TITLE PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: A-4 S.BROWN HOOD CANAL.pln 0720-01 C :\ PR O J E C T S \MI K E S E V I L L E \HO O D C A N A L .pl n BUILDING SECTIONS SA V I L L E 35 7 BL U E J A Y L A N E PO R T L U D L O W , WA 98 3 6 5 PA R C E L #93 4 5 0 0 0 1 3 AN D #93 4 5 0 0 0 1 4 8' - 0 " 3' - 0 " CONCRETE TURN DOWN STEM WALLS PER MECHANICAL CONCRETE FOUNDATION PER MECHANICAL 2x6 EXTERIOR WALLS 2x6 STUDS AT 16" O.C. W/ R-19 BATT INSULATION WOOD BEAMS 36" STEEL RAILING 4" CONCRETE SLAB 5" DIA STEEL POST, TYP WOOD BEAM 9-1/4 TJI JOISTS AND 3/4" SHEATHING R38 BATT INSULATION 11-7/8" TJI FLOOR JOISTS WITH 3/4" SUB-FLOOR SHEATHING STEEL BEAM COVER PAINT TO MATCH METAL SIDING , TYP ALL EXPOSED WOOD BEAMS 2x6 EXTERIOR WALLS 2x6 STUDS AT 16" O.C. W/ R-19 BATT INSULATION 2x4 PLUMBING WALL 2x4 STUDS AT 16" O.C. R38 FIBER INSULATION R38 FIBER INSULATION 16 RISERS AT 7-1/2" AND 11" TREADS WOOD HANDRAIL 12 2 ENGINEERED TRUSSES ENGINEERED TRUSSES 12 3 121 WATER HEATER FURNACE, TBD 9' - 2 " 10 " 8' - 1 1 3 / 8 " 1' - 0 5 / 8 " 8' - 6 " 10 ' - 7 " 36" STEEL RAILING 9-1/4 TJI JOISTS AND 3/4" SHEATHING R38 BATT INSULATION CONCRETE TURN DOWN STEM WALLS PER MECHANICALCONCRETE FOUNDATION PER MECHANICAL STEEL BEAM COVER PAINT TO MATCH METAL SIDING , TYP ALL EXPOSED WOOD BEAMS ISLAND (CABINETS ON BOTH SIDES) REFRIDGERATOR 4" CONCRETE SLAB 2x6 EXTERIOR WALLS 2x6 STUDS AT 16" O.C. W/ R-19 BATT INSULATION 2x6 EXTERIOR WALLS 2x6 STUDS AT 16" O.C. W/ R-19 BATT INSULATION WOOD SUPPORT BEAM 11-7/8" TJI FLOOR JOISTS WITH 3/4" SUB-FLOOR SHEATHING 5" DIA STEEL POSTS 2x10 JOISTS WITH 3/4" DECKING WOOD BEAM WOOD BEAM WOOD BEAM REFRIDGERATOR CABINET WALL CABINETS PLANT SHELF SCALE: 1:44.532 HOME STAIR SECTION SCALE: 1/4" = 1'-0"1 LIVING ROOM / GARAGE SECTION Apr 08 2021 5* # 0 '  $ 4 1 9 0 &T C H V K P I  5 G T X K E G U #T E J K V G E V W T C N       / G E J C P K E C N 5V T W E V W T C N       2 G P E K N  C T V SHEET TITLE PROJECT NO: MODEL FILE: DRAWN BY: COPYRIGHT: A-5 S.BROWN HOOD CANAL.pln 0720-01 C :\PR O J E C T S \MI K E SE V I L L E \HO O D CA N A L .pl n DOOR AND WINDOW SCHEDULES SA V I L L E 35 7 BL U E JA Y LA N E PO R T LU D L O W , WA 98 3 6 5 PA R C E L #93 4 5 0 0 0 1 3 AN D #93 4 5 0 0 0 1 4 DOOR SCHEDULE ID 001 002 003 004 005 006 007 008 009 010 011 012 013 014 101 102 104 104 105 106 107 108 DOOR LEAF WIDTH 4'-0" 3'-0" 3'-0" 5'-0" 3'-0" 3'-0" 2'-8" 2'-0" 2'-8" 5'-0" 8'-0" 5'-0" 10'-0" 10'-0" 5'-0" 3'-0" 3'-0" 3'-0" 3'-0" 5'-0" 2'-8" 2'-8" HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 8'-0" 8'-0" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" THICKNESS 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" TYPE HEAD DETAIL JAMB DETAIL SILL DETAIL REMARKS 4"-0 ENTRY DOOR WITH 2'-0" SIDE LITE 1 HR RATED, SINGLE SWING INTERIOR SINGLE SWING INTERIOR DOUBLE SLIDER CLOSET DOOR SINGLE SWING INTERIOR SINGLE SWING INTERIOR SINGLE SWING INTERIOR SINGLE SWING INTERIOR SINGLE SWING INTERIOR DOUBLE SLIDER CLOSET DOOR DOUBLE WOOD BARN DOOR DOUBLE SLIDER CLOSET DOOR WOOD OVERHEAD GARAGE DOOR WOOD OVERHEAD GARAGE DOOR INSULATED FRENCH DOOR SINGLE SWING INTERIOR, HALF LITE SINGLE SWING INTERIOR DOUBLE SWING INTERIOR SINGLE SWING INTERIOR INSULATED FRENCH DOOR SINGLE SWING INTERIOR SINGLE SWING INTERIOR WINDOW SCHEDULE ID 1A 1B 1C 1D 1E 1F 1G 1H 1J 1K 1L 1M 1N 2A 2B 2C 2D 2E 2F 2G 2H 2J 2K 2L 2M 2N 2P 2R 2S 2T 2U 2V 2W 2X 2Y 2Z 3A 3B 3C 3D 3E 3F 3G 3H 3J 3K 3L 3M WIDOW SIZE WIDTH 2'-6" 2'-6" 4'-6" 4'-6" 4'-6" 5'-0" 5'-0" 5'-0" 5'-0" 2'-6" 2'-6" 2'-6" 2'-6" 4'-8" 4'-8" 4'-8" 2'-6" 2'-6" 2'-6" 5'-0" 2'-6" 5'-0" 3'-6" 2'-6" 2'-6" 2'-6" 4'-0" 4'-0" 4'-0" 2'-6" 2'-6" 4'-0" 2'-6" 2'-6" 2'-6" 2'-6" 4'-8" 4'-8" 4'-8" 2'-6" 5'-0" 2'-6" 2'-6" 5'-0" 2'-6" 5'-0" 5'-0" 5'-0" HEIGHT 5'-0" 5'-0" 6'-0" 6'-0" 6'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 6'-0" 6'-0" 6'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2'-0" 5'-0" 5'-0" 5'-0" 5'-0" 2'-8" 3'-7" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 2'-0" 2'-0" 2'-0" HEAD HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" REMARKS DOUBLE HUNG DOUBLE HUNG FIXED FIXED FIXED SLIDER SLIDER SLIDER SLIDER DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG FIXED WITH AWNING ABOVE FIXED WITH AWNING ABOVE FIXED WITH AWNING ABOVE FIXED FIXED WITH AWNING ABOVE FIXED WITH AWNING ABOVE FIXED FIXED WITH AWNING ABOVE PAIR OF 2-6 x 5-0 DOUBLE HUNG, MULLED TOGETHER FIXED DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE CASEMENT DOUBLE CASEMENT DOUBLE CASEMENT DOUBLE HUNG DOUBLE HUNG SLIDER FIXED WITH AWNING ABOVE FIXED WITH AWNING ABOVE FIXED WITH AWNING ABOVE FIXED WITH AWNING ABOVE FIXED TRAPAZOID, 1'-10"H AND 2'-8"H FIXED TRAPAZOID, 2'-9"H AND 3'-7"H FIXED TRAPAZOID, 3'-10"H AND 4'-6"H FIXED FIXED FIXED FIXED FIXED FIXED AWNING AWNING AWNING Apr 08 2021 Apr 08 2021 Level Member Name Results Current Solution Comments J11 Passed 1 piece(s) 11 7/8" TJI® 110 @ 16" OC J12 Passed 1 piece(s) 11 7/8" TJI® 110 @ 16" OC J13 Passed 1 piece(s) 11 7/8" TJI® 110 @ 16" OC J14 Passed 1 piece(s) 11 7/8" TJI® 110 @ 16" OC J15 Passed 1 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 16" OC J16 Passed 1 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 16" OC B11 Passed 1 piece(s) 3 1/8" x 12" 24F-V8 DF Glulam B12 Passed 1 piece(s) 5 1/2" x 12" 24F-V8 DF Glulam B13 Passed 1 piece(s) 6 x 12 Douglas Fir-Larch No. 2 B14 Passed 1 piece(s) 6 x 12 Douglas Fir-Larch No. 2 TR1 Passed 1 piece(s) 9 1/2" TJI® 230 @ 12" OC TR2 Passed 1 piece(s) 9 1/2" TJI® 230 @ 24" OC Mike Saville JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1 File Name: Mike Saville Page 1 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)588 @ 4 1/2"1375 (3.50")Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Shear (lbs)560 @ 5 1/2"1560 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2007 @ 7' 5 1/2"3160 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.189 @ 7' 5 1/2"0.354 Passed (L/900)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.252 @ 7' 5 1/2"0.708 Passed (L/675)--1.0 D + 1.0 L (All Spans) 45 40 Passed ---- System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - DF 5.50"4.25"1.75"149 448 597 1 1/4" Rim Board 2 - Beam - DF 5.50"4.25"1.75"149 448 597 1 1/4" Rim Board Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' o/c Bottom Edge (Lu)14' 9" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 14' 11"16"15.0 45.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J11 1 piece(s) 11 7/8" TJI® 110 @ 16" OC ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 2 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1155 @ 13' 10 3/4"1935 (3.50")Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Shear (lbs)603 @ 13' 9"1716 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-1435 @ 13' 10 3/4"3160 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.098 @ 6' 5 5/8"0.338 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.131 @ 6' 5 9/16"0.676 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) 52 40 Passed ---- System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Deflection criteria: LL (L/480) and TL (L/240). Allowed moment does not reflect the adjustment for the beam stability factor. -276 lbs uplift at support located at 18' 1 1/2". Strapping or other restraint may be required. A structural analysis of the deck has not been performed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - DF 5.50"4.25"1.75"116 351 467 1 1/4" Rim Board 2 - Stud wall - DF 3.50"3.50"3.50"289 867 1156 None 3 - Stud wall - DF 5.50"4.25"1.75"-35 142/-241 142/- 276 1 1/4" Rim Board Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 3" o/c Bottom Edge (Lu)4' 9" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 18' 6"16"15.0 45.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J12 1 piece(s) 11 7/8" TJI® 110 @ 16" OC ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 3 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1152 @ 13' 10 3/4"1935 (3.50")Passed (60%)1.00 1.0 D + 1.0 L (Adj Spans) Shear (lbs)601 @ 13' 9"1716 Passed (35%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1406 @ 13' 10 3/4"3160 Passed (44%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.110 @ 6' 7 3/4"0.338 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.143 @ 6' 7 5/16"0.676 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) 52 40 Passed ---- System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - DF 5.50"4.25"1.75"117 366/-8 483/-8 1 1/4" Rim Board 2 - Stud wall - DF 3.50"3.50"3.50"283 869 1152 None 3 - Stud wall - DF 3.50"3.50"3.50"134 565 699 None 4 - Stud wall - DF 5.50"4.25"1.75"60 231/-45 291/-45 1 1/4" Rim Board Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' o/c Bottom Edge (Lu)4' 10" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 29' 8 1/2"16"15.0 45.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J13 1 piece(s) 11 7/8" TJI® 110 @ 16" OC ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 4 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)295 @ 2 1/2"1041 (2.25")Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Shear (lbs)280 @ 3 1/2"1560 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)514 @ 3' 9 1/2"3160 Passed (16%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.018 @ 3' 9 1/2"0.179 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.023 @ 3' 9 1/2"0.358 Passed (L/999+)--1.0 D + 1.0 L (All Spans) 67 40 Passed ---- System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - DF 3.50"2.25"1.75"76 228 304 1 1/4" Rim Board 2 - Stud wall - DF 5.50"4.25"1.75"79 238 317 1 1/4" Rim Board Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 4" o/c Bottom Edge (Lu)7' 7" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 7' 9"16"15.0 45.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J14 1 piece(s) 11 7/8" TJI® 110 @ 16" OC ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 5 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)354 @ 1 1/2"1406 (1.50")Passed (25%)--1.0 D + 1.0 L (All Spans) Shear (lbs)277 @ 10 3/4"1665 Passed (17%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)627 @ 3' 8"2029 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.029 @ 3' 8"0.177 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.036 @ 3' 8"0.354 Passed (L/999+)--1.0 D + 1.0 L (All Spans) N/A N/A N/A --N/A System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 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 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 9 1/4" DF beam 1.50"Hanger¹1.50"73 293 366 See note ¹ 2 - Beam - DF 5.54"4.29"1.50"78 314 392 1 1/4" Rim Board Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 4" o/c Bottom Edge (Lu)7' 4" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS28 1.75"N/A 6-10dx1.5 3-10d Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 7' 7 1/16"16"15.0 60.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J15 1 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 16" OC ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 6 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)379 @ 1 1/2"1406 (1.50")Passed (27%)--1.0 D + 1.0 L (All Spans) Shear (lbs)302 @ 10 3/4"1665 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)719 @ 3' 11"2029 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.038 @ 3' 11"0.190 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.047 @ 3' 11"0.379 Passed (L/999+)--1.0 D + 1.0 L (All Spans) N/A N/A N/A --N/A System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 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 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 9 1/4" DF beam 1.50"Hanger¹1.50"78 313 391 See note ¹ 2 - Beam - DF 5.54"4.29"1.50"83 334 417 1 1/4" Rim Board Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 10" o/c Bottom Edge (Lu)7' 10" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS28 1.75"N/A 6-10dx1.5 3-10d Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 8' 1 1/16"16"15.0 60.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, J16 1 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 16" OC ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 7 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1639 @ 2"7109 (3.50")Passed (23%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1253 @ 1' 3 1/2"6625 Passed (19%)1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-lbs)4221 @ 5' 5 3/4"15000 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.013 @ 5' 5 3/4"0.354 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.106 @ 5' 5 3/4"0.531 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Allowed moment does not reflect the adjustment for the beam stability factor. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 10' 7 1/2". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - DF 3.50"3.50"1.50"1442 197 1639 None 2 - Trimmer - DF 3.50"3.50"1.50"1442 197 1639 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' o/c Bottom Edge (Lu)11' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 10' 11 1/2"N/A 9.1 -- 1 - Uniform (PSF)0 to 10' 11 1/2" (Front)9 5/8"15.0 45.0 Default Load 2 - Uniform (PLF)0 to 10' 11 1/2" (Front)N/A 242.0 - 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, B11 1 piece(s) 3 1/8" x 12" 24F-V8 DF Glulam ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 8 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3888 @ 2"12513 (3.50")Passed (31%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2782 @ 1' 3 1/2"11660 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-lbs)8193 @ 4' 6 1/2"26400 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.058 @ 4' 6 1/2"0.292 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.079 @ 4' 6 1/2"0.438 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Allowed moment does not reflect the adjustment for the beam stability factor. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 8' 9". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column - DF 3.50"3.50"1.50"1027 2861 3888 None 2 - Column - DF 3.50"3.50"1.50"1027 2861 3888 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 1" o/c Bottom Edge (Lu)9' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 9' 1"N/A 16.0 -- 1 - Uniform (PSF)0 to 9' 1" (Front)14'15.0 45.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, B12 1 piece(s) 5 1/2" x 12" 24F-V8 DF Glulam ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 9 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1369 @ 3 1/2"17188 (5.00")Passed (8%)--1.0 D + 1.0 L (All Spans) Shear (lbs)986 @ 1' 4 1/2"7168 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2979 @ 4' 11"8840 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.038 @ 4' 11"0.308 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.051 @ 4' 11"0.463 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Allowed moment does not reflect the adjustment for the beam stability factor. Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column Cap - steel 5.00"5.00"1.50"337 1033 1370 Blocking 2 - Column Cap - steel 5.00"5.00"1.50"337 1033 1370 Blocking Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 10" o/c Bottom Edge (Lu)9' 10" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 9' 10"N/A 16.0 -- 1 - Uniform (PSF)0 to 9' 10" (Front)3' 6"15.0 60.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, B13 1 piece(s) 6 x 12 Douglas Fir-Larch No. 2 ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 10 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3429 @ 9' 6 1/4"12031 (3.50")Passed (29%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1387 @ 10' 7 1/2"7168 Passed (19%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-3165 @ 9' 6 1/4"8840 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.028 @ 4' 7 13/16"0.308 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.034 @ 4' 6 13/16"0.461 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Allowed moment does not reflect the adjustment for the beam stability factor. Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column Cap - steel 5.00"5.00"1.50"271 974/-130 1245/- 130 Blocking 2 - Column Cap - steel 3.50"3.50"1.50"834 2596 3430 Blocking 3 - Column Cap - steel 5.00"5.00"1.50"271 974/-130 1245/- 130 Blocking Lateral Bracing Bracing Intervals Comments Top Edge (Lu)19' 1" o/c Bottom Edge (Lu)19' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 19' 1/2"N/A 16.0 -- 1 - Uniform (PSF)0 to 19' 1/2" (Front)3' 9"15.0 60.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, B14 1 piece(s) 6 x 12 Douglas Fir-Larch No. 2 ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 11 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1258 @ 30' 1 1/4"2857 (3.50")Passed (44%)1.15 1.0 D + 1.0 S (Adj Spans) Shear (lbs)654 @ 29' 11 1/2"1530 Passed (43%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-3251 @ 30' 1 1/4"3830 Passed (85%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)1.107 @ 14' 5 1/4"1.462 Passed (L/317)--1.0 D + 0.45 W + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)1.751 @ 14' 5 3/16"1.950 Passed (L/200)--1.0 D + 0.45 W + 0.75 L + 0.75 S (Alt Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 3/12 Deflection criteria: LL (L/240) and TL (L/180). Overhang deflection criteria: LL (2L/240) and TL (2L/180). Upward deflection on left cantilever exceeds overhang deflection criteria. Allowed moment does not reflect the adjustment for the beam stability factor. -221 lbs uplift at support located at 37' 11 3/4". Strapping or other restraint may be required. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Snow Wind Total Accessories 1 - Beveled Plate - DF 5.50"5.50"3.50"203 264 332 212 1011 Blocking 2 - Beveled Plate - DF 3.50"3.50"3.50"476 620 781 499 2376 Blocking 3 - Beveled Plate - DF 5.50"5.50"3.50"-66 15/-123 19/-155 92/-129 126/- 473 Blocking Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 7" o/c Bottom Edge (Lu)4' 1" o/c Dead Roof Live Snow Wind Vertical Load Location (Side)Spacing (0.90)(non-snow: 1.25)(1.15)(1.60)Comments 1 - Uniform (PSF)0 to 39' 8 1/2"12"15.0 20.0 25.2 16.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 41' 1 9/16" MEMBER REPORT PASSED Level, TR1 1 piece(s) 9 1/2" TJI® 230 @ 12" OC ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 12 / 13 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1182 @ 9' 1 1/4"2857 (3.50")Passed (41%)1.15 1.0 D + 1.0 S (Adj Spans) Shear (lbs)615 @ 9' 3"1530 Passed (40%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1534 @ 9' 1 1/4"3830 Passed (40%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.182 @ 16' 10 1/2"0.741 Passed (L/977)--1.0 D + 0.45 W + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.282 @ 16' 10 11/16"0.988 Passed (L/630)--1.0 D + 0.45 W + 0.75 L + 0.75 S (Alt Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 3/12 Deflection criteria: LL (L/240) and TL (L/180). Overhang deflection criteria: LL (2L/240) and TL (2L/180). Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Snow Wind Total Accessories 1 - Beveled Plate - DF 5.50"5.50"3.50"96 170 214 173/-11 653/-11 Blocking 2 - Beveled Plate - SPF 3.50"3.50"3.50"445 585 737 475 2242 None 3 - Beveled Plate - DF 5.50"5.50"3.50"239 312 393 252 1196 Blocking Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 5" o/c Bottom Edge (Lu)6' 1" o/c Dead Roof Live Snow Wind Vertical Load Location (Side)Spacing (0.90)(non-snow: 1.25)(1.15)(1.60)Comments 1 - Uniform (PSF)0 to 25' 2 1/2"24"15.0 20.0 25.2 16.0 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 is responsible 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-1387 and/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 ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 26' 2 3/16" MEMBER REPORT PASSED Level, TR2 1 piece(s) 9 1/2" TJI® 230 @ 24" OC ForteWEB Software Operator Job Notes 3/15/2021 8:12:21 AM UTC Hazim Al Khalaf Wilson & HAJ Consultant Engineers, LLC (206) 979-3819 hazim@wilsonhajengineers.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: Mike Saville Page 13 / 13 C-1 ARCHITECTURAL SITE PLAN 4/26/2021SAVILLE 357 BLUE JAY LANE PORT LUDLOW, WA 98365 PARCEL#934500013 AND #934500014 0.230 acres N 85°33'00" W 100' N 85°48'20" E 100' N 76°54'2 0 " W 100' L = 1 0 7 . 8 7 ' L = 9 2 .7 9 ' LOT 15 L = 1 0 7 .8 8 ' BL U E J A Y L A N E 75' ST R E A M SE T B A C K ' 100' SUR F A C E WA T E R SET B A C K 50' WETL A N D BUFFE R 75' BUILD I N G SETBA C K L = 9 2 . 7 9 ' CAT IV WETLAND PER ECOLOGICAL LAND SERVICES 75 ' S E T B A C K 10 0 ' S U R F A C E W A T E R S E T B A C K 50 ' W E T L A N D BU F F E R 0.230 acres LOT 16 E A S E M E N T 80 90 90 80 100 90 80 6-8% C B D A E 100% PRIMARY AREA (4) 50’ LATERALS; 5’ O.C. TOTAL REQUIRED: 200 LF ALIGN TO CONTOURS 100% RESERVE AREA >1,750 SQFT CULVERT EXISTING STREAM TYPE Np SL 1 SL 2 SL 4 SL 3 10' Setback ASSUMED WATER METER LOC 2 7 ' 20' 20 ' B U I L D I N G SE T B A C K 2 6 ' H2O 38' x 54' SCALE: 1" = 30'THIS IS NOT A SURVEY Nathan Cleaver Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulsbo, WA 98370 E-mail: nathan@nathancleaver.com CUSTOMER:ROD F BAZAR TAX ID #:934-500-013 & 934-500-014 LOCATION:LOTS 15 & 16; BLUEJAY LANE PORT LUDLOW, WA 98365 DRAWN BY:ICS DESIGN BY:NATHAN N. CLEAVER DATE: 10 NOV 2016, REV: 20 DEC 2016 LEGEND 10' No BuildSoil LogBuilding EnvelopeSetbackExisting SepticComponentTree (A) Clean Out (B) Septic Tank (C) Filter Sock (D) Pump Tank (E)Splitter PROPERTY LINES BASED ON COUNTY RECORDS:AF#: 181815; Vol. 04 Pg. 067CONTOUR LINES SOURCED FROM:Jefferson County Central Services GIS MappingWETLAND & BUFFERS SOURCED FROM:ECOLOGICAL LAND SERVICESPROJECT NUMBER: 2442.01, 10/03/16 1. 6 4 7 ' 27.986' 57.932' 5 ' 5' 5' ~ 14'-6" ~22'-6" PUMP TANK DELINIATE STORM WATER DISPOSAL SYSTEM SEPTIC TANK PROPANE TANK 2 STORY RESIDENCE DECK ENTRY DECK TRANSFORMER ELECTRICAL LINE 76' DRIVEWAY 24 ' 0.230 acres N 85°33'00" W 100' N 85°48'20" E 100' N 76°54' 2 0 " W 100' L = 1 0 7 . 8 7 ' L = 9 2 .7 9 ' LOT 15 L = 1 0 7 .8 8 ' BL U E J A Y L A N E 75' ST R E A M SE T B A C K ' 100' SUR F A C E WA T E R SET B A C K 50' WETL A N D BUFFE R 75' BUILD I N G SETBA C K L = 9 2 . 7 9 ' CAT IV WETLAND PER ECOLOGICAL LAND SERVICES 75 ' S E T B A C K 10 0 ' S U R F A C E W A T E R S E T B A C K 50 ' W E T L A N D BU F F E R 0.230 acres LOT 16 E A S E M E N T 80 90 90 80 100 90 80 6-8% C B D A E 100% PRIMARY AREA (4) 50’ LATERALS; 5’ O.C. TOTAL REQUIRED: 200 LF ALIGN TO CONTOURS 100% RESERVE AREA >1,750 SQFT CULVERT EXISTING STREAM TYPE Np SL 1 SL 2 SL 4 SL 3 10' Setback ASSUMED WATER METER LOC 2 7 ' 20' 20 ' B U I L D I N G SE T B A C K 2 6 ' H2O 38' x 54' SCALE: 1" = 30' THIS IS NOT A SURVEY Nathan Cleaver Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulsbo, WA 98370 E-mail: nathan@nathancleaver.com CUSTOMER:ROD F BAZAR TAX ID #:934-500-013 & 934-500-014 LOCATION:LOTS 15 & 16; BLUEJAY LANE PORT LUDLOW, WA 98365 DRAWN BY:ICS DESIGN BY:NATHAN N. CLEAVER DATE: 10 NOV 2016, REV: 20 DEC 2016 LEGEND 10' No Build Soil Log Building Envelope Setback Existing Septic Component Tree (A) Clean Out (B) Septic Tank (C) Filter Sock (D) Pump Tank (E)Splitter PROPERTY LINES BASED ON COUNTY RECORDS: AF#: 181815; Vol. 04 Pg. 067 CONTOUR LINES SOURCED FROM: Jefferson County Central Services GIS Mapping WETLAND & BUFFERS SOURCED FROM: ECOLOGICAL LAND SERVICES PROJECT NUMBER: 2442.01, 10/03/16 SCALE: 1" = 40' 1 SITE PLAN 0 20'40'80' IMPERVIOUS SURFACES: A. BUILDING FOOT PRIN T = 1,688 SF B. ROOF AREA = 2,067 SF C. DECKAREA = 227 SF (NOTE: DECK AREA IS UNDER COVER OF THE ROOF) D. DRIVEWAY AREA: 2,350 SF Up Front Parcel Review Parcel Date Completed: Owner Name: Add. Name: Mailing Address: Site Address(es): Parcel Number: S-T-R: --Total Acreage Legal Description Land Use: Flood District:Fire District:Planning Area: Flood Map (FIRM) Panel No: School District Zoning: [ ] Zoning ________________________________________________________________________________ [ ]Setbacks:Front:_______Left Side:__________Right Side: __________ Rear:_______________ Informed by JCC 18.30 or Title 17 for Master Planned Resorts: Shoreline Setback:____________Critical Area Buffer__________________________________________ Building Setback: ______________________________________________________________________ Adjoining Forest Lands: Commercial/ ____________ Rural/______________Inholding_______________ [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO __________________ [ ] Legal Access to Property YES NO _____________________________________________________ [ ] Parcel Tags or Scanned Documents YES NO List:_________________________________________ [ ]Special Reports Nearby YES NO List:____________________________________________________ [ ] Shoreline Designation: YES NO _______________________________________________________ [ ] Critical Areas Geologically Hazardous Areas YES NO Shoreline Slope Stability:____________Landslide____________Erosion_____Seismic___________ CMZ: none High Risk Moderate Risk Disconnected CMZ__________________________ Report Submitted________________________________________________________________________ FWHCA: YES NO Stream type: __________________________ Pond or Lake < 20 acres________ Marbled murrelet/Spotted owl_____________ marine nearshore______________ Wetlands:YES NO ___________________________________________________________________ Flood:YES NO List FIRM map:_______________________________________________________ Flood Certificate: ______________________________________________________ Aquifer Recharge Area:YES NO___________________________________________________________ SIPZ: none At Risk High Risk Coastal ________________________________________[ ] Site Visit conducted YES NO _____________________________________________________ [ ]Notice Provisions/Disclosure Forest Lands:YES NO Airport YES NO MRL YES NO Agricultural Lands: YES NO No Shooting Zone:YES NO [ ] Archaeology:YES NO _____________________________________________________________ 4 No 4 Yes No Unstable Slope Yes Coastal wetland report, geotechnical report Moderate S 9 T 27N R 1E 53031C0935C None No Yes No 520 4 No Yes 3 JOANNA E & GEORGE M SAVILLE 5 0.48 total 5 235 BLUEJAY LN PORT LUDLOW, WA 98365 49 No 934500013 and 934500014 934500013 and 934500014 Yes not mapped but per wetland delineation geotechnical report, wetland delineation 4 4 SUSC 4 No Yes PO BOX 772 OURAY, CO 81427-0772 No 4 No 4 None No 4 NP 4 8 Yes RR 1:5 RR 1:5 05/14/2021 4 Yes Yes BRIDGEHAVEN DIV 3 15 none Land Use Requirements [ ] SEPA Required:YES EXEMPT _________________________________________________ [ ] Landscaping Required: Yes No_______________________________________________________ [ ] Parking Spaces Required NO 2 Other_______________________________________________ [ ] Building Height: 35' UBC Standard __________________________________________________ [ ]Stormwater: New Impervious Surface_____________Land Disturbing Activity ________________ Min Req #1 thru #5Stormwater Req's: Min Req #2 Min Req #1 thru #9 Engineering ________________ Drainage District Review Required___________ [ ] Stormwater Pollution Prevention Plan Submitted: Yes No __________________________________ [ ] Impervious Surface coverage percentage: __________________________________________ Resource Lands & Public: 10%Rural Residential: 25%Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60%Area of Building Coverage: 60% in Rural Industrial Lands only [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES ________________________________ New Parcel Tags entered in Permit Plan N/A YES ____________________________________ Special Reports Scanned N/A YES _________________________________________________ [ ] ADU Proposed YES NO Square Footage: ______________________ [ ] Total Building (s) Size:____________________________________________________________ RVC: 20,000 SF CC: 5,000 SF NC: 7,500 SF GC: 10,000 SF All others: subject to septic & water constraints/None specified [ ] Road Classification:_______________________________________________________________ Road Approach:EXISTING NOT REQ'D RAP__________________________________________ [ ] Require Final Zoning Approval/inspection YES NO __________________________________________ [ ] UGA No Protest Agreement YES NO, submitted: YES NO _____________ [ ] Recorded Date of Subdivision:_______________AFN____________________________Over 5yrs=UDC Plat Conditions:_____________________________________<5yrs=Plat Conditions on plat or Old Ordinance Reviewed By: Additional Notes: No No 4 4 4 WAC 197-11-800(1)(b)(i) N/A Yes local 23.4% Shannen Cartmel N/A 4 No 4 No 4 No 6367 N/A 4 2 4 4897 4 4 4 4 No No Exempt4 2067 4 4 No 4 Jefferson County Department of Community Development Development Review Division 621 Sheridan Street Port Townsend, WA 98368 DECLARATION OF RESTRICTIVE COVENANT Grantors: ___________________________________________________ Grantee: Jefferson County Department of Community Development THIS DECLARATION is made and entered this day of _______________, 20__, by _______________________________________________, hereinafter referred to as "Owner(s)," the legal and equitable owner(s) of the real property described herein. A. RECITALS 1. Legal Description: This Restrictive Covenant shall affect and restrict the real property ("the property") legally described as follows: Parcel Number __________________________________________ Section __________________Township ___ Range_____________ Subdivision ____________________________________________ Block _________________ Lot(s) _____________________________ staff verification 2. Building Permit Application. The Owner(s) have applied or will apply for a building permit through the Jefferson County Department of Community Development ("the County") to make certain improvements upon the above-described property. 3. Purpose. For purposes of complying with the County's building and land use codes and ordinances, the Owner(s) desire to treat all of the above-described property as one building tract, and in particular, desires to do so for the purpose of constructing a _______________________________________ as required by county code. 4. Assurance to County. The Owner(s) desire to assure the County that the property described above shall be and remain as one building tract for purposes of improvements to be constructed upon the property; NOW, THEREFORE, in consideration of the benefits derived by this Restrictive Covenant, the Owner(s) declare, covenant and agree as follows: JOANNA E & GEORGE M SAVILLE 14 934500013 and 934500014 9 single-family residence & attached garage JOANNA E & GEORGE M SAVILLE May 27N 21 15, 16 SCCBRIDGEHAVEN DIV 3 1E B. COVENANT 1. Specific Restriction and Covenant. The property described above, shall constitute a single building site, and no lot or lots or any part thereof shall be transferred or conveyed in any manner unless and until the building(s), structure(s) are made to conform to the then-existing zoning provisions on a reduced site. This restrictive covenant shall not be removed unless such an action is approved by the County. 2. Covenant Running with the Land. This restrictive covenant affects and restricts the described property and shall be construed as a covenant running with and touching and concerning the land and inuring to the benefit of the Owner(s), the public generally, and the County. 3. Binding upon Successors and Assigns. This restrictive covenant shall bind and restrict the land, the Owner(s), their heirs, grantees, successors and assigns. 4. Recording. Upon its execution, this Declaration shall be recorded with the Jefferson County Auditor. All contracts and deeds or other instruments of conveyance relating to the property or any part thereof shall contain reference to this covenant. 5. Enforcement. In addition to any other party having a legal right to enforce this covenant, the County shall have the right to enforce and compel compliance with this covenant, including all remedies available at law and equity. The County shall have the right in any such proceeding to recover its attorney fees and costs. 6. Compliance with Code Requirements. This Declaration does not amend or modify, nor is it intended to amend or modify any requirements of the County's ordinances or any other law or regulation dealing with or affecting the use of land or construction of improvements upon lands. 7. Estoppel. The Owners by this Declaration specifically estop themselves and all of their successors and assigns and all persons presently or hereafter having any interest in the property from asserting or contending in any manner that this restrictive covenant is not a full and adequate covenant running with the land and binding upon the property. 8. Severance. Invalidation of this covenant by judgment or court order shall not affect any of the other covenants which shall remain in full force and effect. 9. Warranty of Authority. The Owner(s) signing below warrant that they are the sole Owners in fee of the real property described above and are authorized to make this Declaration and so bind the property. 10. Governing Law. This RESTRICTIVE COVENANT shall be governed by the laws of the State of Washington. 11. Disclaimer. Since no survey was submitted as part of your Restrictive Covenant, the County accepts no liability for what facts a survey might have revealed. A survey might have revealed that a structure or improvement believed to be on the grantor’s property is, in fact, located wholly or partially upon someone else’s property or upon property that is not the subject of this application. But, in the absence of a survey, the GRANTOR bears sole responsibility if such a problem arises. Dated this day of ____________________, 20__. ______________________________ Owner Owner STATE OF WASHINGTON ) ) ss COUNTY OF JEFFERSON ) On this day personally appeared before me, ___________________________________, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this day of , 20__. __________________________________________ NOTARY PUBLIC in and for the State of Washington residing at _________________________________ My commission expires: ______________________ Approved: __________________ UDC Administrator Date C: Sherrie Shold, Assessor’s Office (send copy of recorded Covenant) Page 1 of 4 AFTER RECORDING, RETURN TO: Department of Community Development 621 Sheridan Avenue Port Townsend, WA 98368 NOTICE TO TITLE FOR GEOLOGICALLY HAZARDOUS AREA DEVELOPMENT REQUIRING A GEOTECHNICAL REPORT FILED FOR THE RECORD AT THE REQUEST OF JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Per Jefferson County Code 18.22.550 Grantor: Joanna E & George M Saville Grantee: Jefferson County Department of Community Development, a political subdivision and governmental entity within Washington State THIS AGREEMENT is entered into on this 14 day of May 2021, by Grantor(s) Joanna E & George M Saville whose mailing address is PO BOX 772 OURAY, CO 81427-0772 (“Grantor(s)”). Legal description: Grantor(s) hold legal title to the following described real property located at: BRIDGEHAVEN DIV 3 15 BRIDGEHAVEN DIV 3 16 Assessor’s Property Tax parcel no. 934500013 and 934500014 Grantor(s) applied for and, upon execution of this Notice to Title (“Agreement”), shall receive a residential building permit (“Permit”), per the Jefferson County Code including, but not limited to, JCC Title 18, to allow for new single-family residential development (NSFR with attached garage, septic system, and other normal appurtenances). (“Proposal”) on the property Page 2 of 4 described above (“Property”) that contains a Critical Area, specifically a mapped Geologically Hazardous Area, as defined by Chapter 18.22 Jefferson County Code. THIS DOCUMENT IS NOT A PERMIT OF ANY TYPE In accordance with and in consideration of allowing the construction of the Proposal described above within a Geologically Hazardous Area, Grantor(s) acknowledge and agree as follows: 1. Grantor(s) desire to obtain the Permit for the Proposal on the Property. The Property is situated in a Geologically Hazardous Area. Grantor(s) agree that they are fully aware of the risks inherent in development within a Geologically Hazardous Area. 2. Grantor(s) have obtained a geotechnical report for the Proposal and Property. The geotechnical report for the Proposal analyzes the risk of the proposed development on the Property. The geotechnical report has identified the following specific types of risk for the proposed development on or near the Property: • Deep Seated Landslide Risk • Evidence of landslide movement • Unstable Ground • Soil Creep • Small Landslide Risk 3. Grantor(s) agree to comply with the geotechnical report, including all recommendations and assumptions. 4. Grantor(s), as their own free and voluntary act, accept and assume all risks of loss or damage arising out of the conditions described herein. 5. Grantor(s) agree that approval of the Proposal and issuance of permits does not create any liability on the Grantee, its agencies, divisions, officers, agents, and employees as a result of or allegedly as the result of this approval of the development and the engineering design of the Grantor(s)’ proposed development. Page 3 of 4 6. Grantor(s) agree that their representation herein and agreements shall be binding upon the Grantor(s) as well as their heirs, and successors and assigns. The Grantor(s) further agree that this Agreement may be enforced by Grantee in law or equity against the Grantor(s), or their heirs, successors and assigns. 7. Grantee shall record upon the land records maintained and generated by the Auditor of Jefferson County, Washington this Notice to Title. 8. This Agreement shall not be revoked or amended without the consent and written approval of the Grantee, Jefferson County Department of Community Development. 9. For the purposes of this Agreement, any phrase or sentence that is conjugated in the singular shall also include the plural and any phrase or sentence that is conjugated in the plural shall also include the singular. Page 4 of 4 THIS AGREEMENT is in effect as of the day and year first written above. GRANTORS [property owner] [property owner] STATE OF WASHINGTON ) )ss. COUNTY OF _______________) I certify that I know of or have satisfactory evidence that [property owner(s)] signed this Notice to Title and acknowledged it to be their free and voluntary act for the uses and purposes mentioned therein. DATED this day of , 20 . ____________________________________ Print name: _______________________NOTARY PUBLIC in and for the State of Washington, County of _______________________________, residing at ______________________________. My commission expires: _____________. Approved by the Jefferson County Unified Development Code Administrator Date:___________________________________ By: ____________________________________ UDC Administrator