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Home My WebLink AboutPermit File BLD-2022-0581 1413 12th Street 1 C} City of Anacortes Invoice/Permit#: BLD-2022-0581 904 6th Street Applied date: 07/22/2022 P.O.Box 547 Issue date: 08/10/2022 _� t►�: Anacortes, WA 98221-0547 Expire date: 02/06/2024 (360) 293-1901 Job Address: 1413 12TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA98221-2108 Project: APN: P55745 Remarks: ADU.......... build a detached ADU, 2 story with a one car garage. Owner: CORY&ANDREA BOBLET Contractor: IRVING CONSTRUCTION CORP Address: 9406 VALHALLA WAY Address: 1004 COMMERCIAL AVE PMB 530 BOTHELL WA 98011 ANACORTES WA 98221-4117 Phone: (425)287-8478 Phone: (360)661-4177 License#: General Information: Fees: Use Zone R3 Building Permit Fee 1,480.95 Deck Square Footage 78 Plan Review Fee 962.62 ADU Y State Building Code Fee Resi 6.50 Flood plain development N Mechanical Permit Fees 123.80 Building Valuation 187000 Plumbing Permit Fee 69.00 1st Floor Square Footage 450 Stormwater Review 82.56 2nd Floor Square Footage 450 Total Calculated: 2,725.43 Lot Area 6350 Deposits/Receipts: 0.00 Porch Square Footage 40 New or Replaced Hard Surface 1032 Total Due: 2,725.43 #of Range Hoods 1 Stove, Appliance 1 Stories 2 Garage Square Footage 250 #of Showers 1 #of Heat Pumps— 3 Hp 1 #of Clothes Dryers 1 #of Clothes Washers 1 #of Dishwashers 1 #of Gas Fireplace 1 #of Gas Piping 2 #of Tankless Water Heaters 1 #of Hose Bibs 1 #of Ventilation Fans 3 #of Kitchen Sinks 1 #of Water Closets(Toilets) 2 1 C} City of Anacortes Invoice/Permit M BLD-2022-0581 904 6th Street Applied date: 07/22/2022 P.O.Box 547 Issue date: 08/10/2022 _� t►�: Anacortes, WA 98221-0547 Expire date: 02/06/2024 (360) 293-1901 The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor.This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT i7mw;� Mailing Address: P.O. Box 547, Anacortes, WA 98221 �co4 Office Location: 904 61h Street, Anacortes WA 98821 Phone: (360)293-1901 RESIDENTIAL BUILDING PERMIT APPLICATION THIS APPLICATION PACKET IS USED FOR THE FOLLOWING PROJECT TYPES: Single-Family Residences (SFR), Duplexes, Additions & Remodels, Accessory Structures (i.e. garages, carports), Accessory Dwelling Units, Manufactured Homes, Residential Decks & Retaining Walls, and Docks& Pilings. FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY INFORMATION PROJECT ADDRESS(STREET,SUITE#) ASSESSOR PARCEL NUMBER 1413 12th St. P55745 SUBDIVISION/LOT# ZONING LOT AREA(SIZE) 6,350 R-3 SQ, FT. TYPE OF PROJECT NEW Lj ADDITION REPAIR Lj REMODEL CHANGE OF USE SIR Duplex ❑Deck/ Porch Accessory Dwelling Unit: W Detached Attached ❑Retaining Wall ❑Manufactured Home ❑Accessory Structure ❑ Shoreline Structure(dock, pilings,floats etc.) * ❑Other: *if application is for a shoreline structure,please complete the Shoreline Structure Checklist. IS THIS WORK ASSOCIATED WITH ANOTHER PROJECT? YES IVINO f YES, provide the permit/application number: PROJECT SUMMARY: PROJECT VALUATION Construction of an ADU (Cost of Materials &Labor) $ 187,000 PROPERTY OWNER INFORMATION NAME PHONE Cory and Andrea Boblet ADDRESS(STREET,CITY,STATE,ZIP) EMAIL ADDRESS CONTRACTOR INFORMATION Irving PHONE Construction Corp 360 293-6354 CONTRACTOR'S BUSINESS LICENSES STATE LICENSE# EXPIRATION `Ali Contractors&Subcontractors must have a valid City I RV I N CCO44 KG 5/7/2023 of Anacortes business license prior to doing work in the UBI# EXPIRATION City. 601-702-093 ADDRESS(STREET,CITY,STATE,ZIP) EMAIL ADDRESS 1004 Commercial Ave.Box 530 Anacortes,WA. 9a221 scott@irvingconstructioncorp.com Page 1 of 17 Res.Building Permit Application Submittal Checklist Updated April 20,2021 CONTACT PERSON Select one person the city will contact for anything related to-this. project:. ❑APPLICANT ❑PROPERTY OWNER ❑® CONTRACTOR ❑OTHER(LIST BELOW) NAME PHONE Scott Irving 360-661-4177 ADDRESS(STREET,CITY,STATE,ZIP) EMAIL ADDRESS scott@irvingconstructioncorp.com LENDER.INFORMATION RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lender involved with your project, write "'no lenders"on the Name Line below. NAME PHONE NIA ADDRESS(STREET,CITY,STATE,:ZIP) EMAILADDRESS ACKNOWLEDGEMENTS & SIGNATURE Read and initial each of the following statements prior to signing.this application; X 1 understand that when a building permit application is taken in over the counter it does not mean the application has been deemed technically complete and sufficient for staff review. X 1 understand that if 1 submit incomplete, inaccurate, and/or erroneous information it will take the City longer to process my permits. X 1 understand and acknowledge that 1 could be responsible for providing as-built drawings ton paper or electronically)as part of the project's certificate of occupancy process. x 1 understand and acknowledge that Special Inspections could be required as part of my project, and if needed 1 will be required to pay for the cost of these inspections. X 1 understand and acknowledge that financial securities could be required as part of the work 1 am completing and l agree to provide the items needed for the City to calculate these securities and to provide the securities themselves. X 1 understand that if permits are reviewed concurrently such as design review,site plan, traffic concurrency, etc., any required revisions to one permit may affect the entire plan set and could add costs and time to the project. I hereby declare that 1 am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for therm. I also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein, and the information submitted with this application form is in all respects, true, correct, and comp to the best o knowledge and belief. le a WVp4a, -1 �� a 2- SIGNATURE DATE _ CZY4 1 �t- PRINTED NAUE Res.Building Permit Application Submittal Checklist Updated Decernber.2021 Page 2 of 17 SUBMITTAL CHECKLIST on M 0 a fb y Q C n x n Ln p eD O cD — rt r" C n cu rn '� --, D sn Residential Building Permit Q rD _ o 0 Submittal Requirement Checklist ° m O 3 as a CD n C -< 0�7 rt O ^ D ❑ Residential Building Permit Application Form X X X X X (FORM BP-1—attached) ❑ Structure &Site Information Form X X X X X (FORM BP-2—attached) ❑ Mechanical & Plumbing Fixtures Form X X X (FORM BP-3—attached) ❑ Architectural Plans X X X X X (requirements listed on FORM BP-4-attached) ❑ Stormwater Management Minimum Requirements X X X X Determination (FORM BP-5,attached) Stormwater Site Plan X X X X ❑ Site Plan & Landscape Plans - requirements listed on Form X X X X X BP-6 ❑ Structural Plans&Calculations X X X X X Energy Code Plans& Forms X X Manufacturer's Specifications/Cut Sheets X Copy of recorded survey X X X X ❑ Critical Area Identification Form X X X X X El Shoreline Structure Checklist, if applicable X X Technical Reports X X X X Other Required Permits, if applicable X X X X X ADU Affidavit of Owner Occupancy(signed) X SUBMITTAL INFORMATION Please send applications in PDF format to buildin ermit cit ofanacortes.or ➢ Send applications in PDF format with a file and message size no greater than 30 MB. An email with a link to a file share site (Dropbox, Google Drive, OneDrive, etc.) is acceptable. Paper copies may be requested after initial review. FEES Once application is received, staff will reach out if a deposit is required. Otherwise, permit fees are paid prior to building permit issuance. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 3 of 17 REQUIRED SUBMITTAL INFORMATION Additional details on certain submittal items are provided below to ensure Applicants are fully aware what City staff will be looking for when an application is submitted to the City. FORMS AND PLANS • FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION FORM. Provides key information about your project, including type of permit you are applying for, and property owner, contractor, and contact information. • FORM BP-2: STRUCTURE AND SITE INFORMATION FORM. Provides key information about the proposed structure, including height, floor areas, fire protection proposed, and asks questions about site characteristics that are used to determine whether your project requires any other information or additional permit applications to be submitted. • FORM BP-3: PLUMBING AND MECHANICAL INFORMATION. Form BP-3 provides space for you to fill in fixture information for plumbing and mechanical appliances and equipment that are included as part of your project. • FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS. Form BP-4 contains a list of all the items required to be shown on Architectural Plans. • FORM BP-5: STORMWATER MANAGEMENT DETERMINATION FORM. Most development within the City of Anacortes that involves disruption of soils, or construction of buildings, streets, parking lots, etc. requires a Stormwater review. Stormwater review requirements are based on either the amount of soil to be disturbed (grading, vegetation removal), or the amount of hard surface that is created or replaced on a site (building footprint, concrete, asphalt or gravel parking, sidewalk, etc.). Form BP-5 assists you in determining the level of stormwater review (applicable Minimum Requirements) required for your project. • STORMWATER SITE PLAN. The Stormwater Site Plan is the comprehensive report containing all of the technical information and analysis necessary for regulatory agencies to evaluate your project for compliance with stormwater requirements. The level of stormwater review and contents of the Stormwater Site Plan will vary with the type and size of the project, and individual site characteristics. Use Form BP-5 to determine the level of stormwater review and then complete the applicable Stormwater Minimum Requirements Form on the Public Works- Eneineering Department Forms website and provide required submittal items/plans. • FORM BP-6: SITE PLANS & LANDSCAPE PLANS. Form BP-6 contains a list of all the items required to be shown on Site and Landscape Plans. • STRUCTURAL PLANS: Plans prepared and stamped by a State of Washington licensed professional structural engineer drawn at a scale approved by the Building Official clearly indicating the information required by the "Permits" section of the currently adopted International Building Code and Chapter 19.27 RCW (State Building Code Act, Statewide amendments), and City submittal forms including: structural members labeled as to size and spacing as well as bracing, blocking, bridging, special connectors, and anchor bolts; cross-section details, as needed, to show typical foundation,floor, wall, ceiling and roof construction; insulation of walls, floors and roof/ceiling; and details of stairs,fireplaces and special construction, if any. • STRUCTURAL CALCULATIONS, An analysis of loads, materials, etc., prepared and stamped by a State of Washington licensed professional structural engineer. Res. Building Permit Application Submittal Checklist Updated December 2021 Page 4 of 17 • ENERGY CODE FORMS: The standard Washington State Energy Office form requesting the information required under Chapter 51-11 WAC detailing building components used to comply with the State Residential or Nonresidential Energy Code, as applicable. • MANUFACTURER'S SPECIFICATIONS/CUT SHEETS:. A document that summarized the performance and other technical characteristics of a product, machine, component, material, or subsystem (e.g.,a power supply) in sufficient detail that allows the City to determine the product will be incompliance with applicable codes; • COPY OF RECORDED SURVEY. A survey of your property is,needed so that conformance with minimum setback requirements and other development standards can been confirmed and verified on site by the inspectors. Property markers must be visible on your property. If they are not at the time an inspection is requested,you may need to have a new survey completed. • CRITICAL AREA IDENTIFICATION FORM. Use this from to determine and/or identify if critical areas or critical area buffers are located on or within 300 ft. of the development area. If critical areas are determined to be present, a Critical Area.Permit may be required. • SHORELINE STRUCTURE CHECKLIST.This checklist is required to supplement the building permit application if the proposed structure or development is waterward or within 200 ft. from the shoreline.This checklist will also assist in determining what other approvals or permits may be required for the proposed work. OTHER SUBMITTALS DETERMINED ON A CASE-BY-CASE BASIS TECHNICAL REPORTS Following is a list of technical reports that will be required to be submitted to the City when certain circumstances exist on or near a site an Applicant is planning on making improvements to. The general triggers for each of the listed technical reports I provided below: A. CRITICAL AREAS REPORTS: In general, Critical Area reports are required when wetlands and/or streams are located on or near a site. Critical area mitigation plans may also,be required, depending on the project proposal. See Anacortes Municipal Code Ch. 19.70 for additional information. B. GEOTECHNICAL REPORT:. In general, Geotechnical Reports are required when work is proposed on or near slopes in excess of 15%and/or known landslide hazard areas. See Anacortes Municipal Code Ch. 19.70 for additional information. OTHER PERMITS DETERMINED ON A CASE-BY-CASE BASIS OTHER FORMS Following is a list of other permits that could be required in certain circumstances. The general triggers for each of the listed permits is provided below. A. FILL AND GRADE PERMIT: Grading(importing, exporting, and/or moving material on a site)of more than 50 cubic yards and/or if grading modifies the existing flow of stormwater or groundwater. B. RIGHT-OF-WAY PERMIT: A right-of-way permit is required anytime the. public right-of-way is disturbed or obstructed in any way by private development or the general public. Res.Building Permit Application Submittal Checklist Updated Deceimber 2021 Page 5 of 17 STRUCTURE" SITE INFORIMATIt)N PROPERTY WHERE WORK IS OCCURRING ADDRESS 1413 12th St. Anacortes, WA. 98221 PARCEL NUMBER(S) P55745 DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that are not applicable with "NIA". STRUCTURE HEIGHT 123'-9" AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1s'r FLOOR: 450 2ND FLOOR: 450 3RD FLOOR: BASEMENT: GARAGE: 250 TOTAL DECK: 78 TOTAL PORCH: 40 OTHER: OTHER: OTHER: QUESTIONS'ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? DYES ®NO Is.a monitored fire alarm being installed? YES ONO Are retaining wall(s) being built? ❑YES ❑NO Are structural plans required? X YES NO PROJECT SITE INFORMATION A. Is work within the.City's right-of-way proposed? —]YES X❑NO If YES, you will be required to submit a right-of-way permit application. If you have already submitted a ROW permit, list the permit number here: B. Is the lot less than 5,000 sq.ft. in area? DYES QNO If YES, your site and building will need to comply with the standards in AMC 19.43.010.C. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 6 of 17 C. Is your project involving an accessory dwelling unit? YES F�NO If YES, your site and building will need to comply with the standards in AMC 19.47.030. D. Will more than 2-acres be cleared and/or more than 5,000 board feet DYES ONO (about 1 log truck load)of timber be harvested? If YES,you may need to obtain a forest practice permit from DNR E. is this project subject to the SEPA process? YES If YES,you will be required to submit a SEPA checklist. �..'�NO If you have already completed the SEPA process, list the permit number: REQUIRED SIGNATURE. thereby declare that l am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them. i also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein, and the information submitted with this application form is in all respects, true, correct, and complete to the best of knowledge and belief. Qw--gvly� -� );� I 4-b?-'k SIGNATURE U DATE CIS n -_ PRINTED NAME Res,Building Permit Application Submittal Checklist Updated December 2021 Page 7 of 17 FORM BP-3: PLUMBING & MECHANICAL INFORMATION MECHANICAL APPLIANCE/EQUIPMENT INFORMATION (NEW AND RELOCATED) EQUIPMENT TYPE Indicate the number of fixtures for each equipment type TOTAL GAS ELECTRIC OTHER-Please specify COMMENT Furnace Wall Heater Water Heater Heat Pump X � Air Conditioner/Handler Radiant/Hydronic Heating Exhaust Fans X 3 Range Hood X Fireplace X Clothes Dryer&Duct X Stove/Range/Oven X Refrigeration Unit Gas Piping/Outlet(s) X 2 Boiler BTUs: Other TOTAL MECHANICAL OUTLETS PLUMBING FIXTURES FIXTURE TYPE (NEW AND RELOCATED) TOTAL FIXTURE TYPE(NEW AND RELOCATED) TOTAL Toilets 2 Refrigerator water supply Kitchen Sink 1 Pressure Reduction Valve/Regulator Utility Sink Water Service Line Tub Water Piping Hand Sink Washing Machine 1 Shower Electric Water Heater:Tank-less? Yes No❑ Dishwasher 1 Backflow Prevention Device Urinal Hose Bib 1 Floor Drain/Floor Sink Drinking Fountain Hydronic Heat in:❑Floor ❑Wall Orease Interceptor Other-please specify: TOTAL PLUMBING FIXTURES Res.Building Permit Application Submittal Checklist Updated December 2021 Page 8 of 17 FM �PkRCH1TECTURAL �LA►N REQUIREMENTS GENERAL INFORMATION This form is intended to assist applicants in creating complete, code compliant architectural plans. Please check the plans you wish to submit to make.sure they contain each of the listed items. To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown. • Minimum Plan Size: 11"x 17" and drawn in an architectural scale. o Architectural plans for structures 4,000 square feet or larger are required to be prepared and stamped by an architect licensed in the State of Washington. • Structural plans must be stamped by a.structural engineer licensed in the state of Washington. REQUIREMENTS;FOR ALL=ARCHITECTURAL PLANS COMPLETE? REQUIREMENTS PAGE# Cover or V page) must include: X Site address X Parcel number X Lot number(if applicable) X Lot size HX Lot coverage % impervious surface coverage Floor plans►nrith.existing(if applicable) and proposed building layout with X square footages and with the use of each room/area labeled. 5 Window and. door sizes labeled and window ventilation area. Commercial, X Multi-Family, and Mixed-Use Structures must also include door and window 3 schedules. X Plumbing, duct,and. electrical layout. Penetration protection must be shown. 3 X Opening headers, size, and material. 7,8 Cross section details, showing typical foundation,floor,wall, ceiling and roof c X construction and insulation. V Structural members labeled as to size and spacing as well as bracing, blocking, X bridging, special connectors, and anchor bolts. 718 x Details documenting energy code compliance. 3 Exterior building elevations demonstrating compliance with applicable Xstructure type design standards (small lot, duplex, or ADU) and maximum 2 building height Res.Building Permit Application Submittal Checklist Updated December 2021 Page 9 of 17 Building height (see AMC 19.42.120 for measurement methods, exceptions and modifications). • Show a line representing, and label the elevations of,the existing natural topography at the foundation at the front of the building. • For corner lots and lots that slope downhill from the property line at the front of the building: Show a labeled line representing the elevations at the center of all exterior walls of the building. • For ADUs only, include elevations demonstrating compliance with the height/setback plane (see AMC 19.47.030(C)(6)). X Special details as needed (i.e., stairs,fireplaces, special construction). rj X Insulation and insulation values of walls, slab,floors, and roof/ceiling. 6 X Existing and proposed grades with slope of lot shown. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 10 of 17 IRMsP 5. TC}R1t�ATER MANAGEMENTlNIMUM GENERAL INFORMATION Most development within the City of Anacortes that involves disruption of soils,or construction of buildings, streets, parking lots, etc. requires a Stormwater review. Stormwater review requirements are based on either the amount of soil to be disturbed (grading, vegetation removal), or the amount of hard surface that is created or replaced on a site(building footprint, concrete, asphalt or gravel parking,sidewalk, etc.) This form is largely targeted for small projects and single family residences. For larger projects and more information please refer to the Anacortes Municipal Code (Chapter 19.76 Stormwater Management)and the latest Washington State Department of Ecology Stormwater Management Manual for Western Washington (Ecology Manual). HARD SURFACE AREA CALCULATso ION Please calculate your project's hard surface amount; guidance is provided on the next page of this document. Use your project's total hard surface calculation to follow the flow chart(s) in this packet and determine the level of stormwater management required for you project. When determining your permit level or if stormwater thresholds are met or exceeded the entire project must be considered. A project is that portion of a property, properties,or right of way subject to land disturbing activities; new hard surfaces and replaced hard surfaces. The hard surface on your property will determine the storm water utility fees and the stormwater general facility charge. All new or replaced hard surfaces should be accounted for. Below are excerpts from the Anacortes Municipal Code and Ecology Manual that may assist you in preparing this information. "Hard surface area"means an impervious surface, a permeable pavements or a vegetated roof. "Impervious surface"means a non-vegetated surface area which either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A non vegetated 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, "Replaced impervious surface"means,for structures, the removal and replacement of impervious surfaces down to the foundation. For other impervious surfaces, the removal down to bare soil or base course and replacement. LAND.DISTURBAIV.CE DESCRIPTION. TOTAL(SQ. FT.) Total Area of Land Disturbing Activity 11032 Total Area Converted from Vegetation to n Lawn or Landscaped Area Res.Building Permit Application Submittal Checklist Updated December 2021 Page 11 of 27 HARD SURFACE AREA CALCULATION Existing Removed Proposed Proposed DESCRIPTION (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard Surface Area 104 0 0 97 (Sidewalks, paths, patios, etc.) Pollution Generating Hard Surface Area 0 0 0 0 (Driveways, parking areas,etc.) TOTAL HARD SURFACE 104 0 0 97 Site Size 61350 Existing Impervious Surface Coverage% 46.6 % (sq. ft. hard surface/site size) MINIMUM REQUIREMENTS CALCULATIONS Use the information in the above table to navigate the flow chart(s) on the next few pages to determine the applicable stormwater management minimum requirements for your project. Then complete the applicable Stormwater Minimum Requirements Form on the Public Works - Engineering Department Forms website and provide required submittal items/plans. ❑ Minimum Requirements#1-9 ❑ Minimum Requirements#1-5 ❑ Minimum Requirement#2 Res.Building Permit Application Submittal Checklist Updated December 2021 Page 12 of 17 FLOW CHART FOR DETERMINING REQUIREMENTS FOR NEW DEVELOPMENT Start Here Does the site have 35% Yes See Redevelopment Minimum or more of existing 0, Requirements and Flow Chart impervious coverage? (Figure 1-2.4.2), No Does the project convert%4 acres or more of vegetation to Does the project result in lawn or landscaped areas,or 5,000 square feet,or No convert 2.5 acres or more of greater,.of now plus native vegetation to pasture? replaced hard surface area? NO ZVesYesDoes the project result in 2,000 square feet,or greater,of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted ��s NO vegetation areas. Do the project have land Minimum Requirements#9 disturbing activities of 7,000 through#5 apply to the new 4Yes square feet or greater? and replaced hard surfaces and the land disturbed. NO Minimum Requirement#2 applies. Figure 1-2.4.1 Flow Chart for Determining Requirements for New Development DEPARTME TTOF Revised June2015 ECOLOGY' Please see http.-1ANww.ecy.wa,gov/ccpyrtght.htmf for copyright notice ino4uding permissions, State of Washington limitation of liability,and disclaimer, Res.Building Permit Application.Submittal Checklist Updated December 2021 Page 13 of 17 FLOW CHART FOR DETERMINING REQUIREMENTS FOR REDEVELOPMENT Does the project result in 2,000 square feet,or more,of new plus replaced hard surface area? OR Hoes the land disturbing activity total 7,000 square feet or greater? Yes INO Minimum Requirements##1 through#5 apply to the new and replaced hard Minimum Requirement#2 applies. surfaces and the land disturbed. Next Question Does the project add 5,000 square feet or more of new hard surfaces? OR Convert%acres or more of Vegetation to lawn or landscaped.areas? OR Convert 2.5 acres or more of native vegetation to pasture? Yes No All Minimum Requirements apply Next Question to the new hard surfaces and the Is thisd a road related converted vegetation areas. project? �o Yes Does the project add 5,000 square feet or more of new hard surfaces? Yes o Is the total of new plus replaced hard surfaces Do the new hard 5,000 square feet or more, surfaces add 50%or No No AND Na additional more to the existing does the value of the proposed improvements hard surfaces within requirements. _including inferior improvements-exceed the project limits? 50%of the assessed value(or replacement value)of the existing site improvements? YesL All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. Yes ®„ Figure 1-2.4.2 Flow Chart for Determining Requirements for Redevelopment IDEPART11ENT OF Revised June2015 ECOLOGY please see http.-IAvww.ecy.wa:gov/copynght,htmf far copyright notice including 9 permission s , State of Washington limitation of liability,and disclaimer, Res.Building Permit Application Submittal Checklist Updated December 2021 Page 14 of 17 SATE PLAN F�EQuIREMENTs G1=NERA! 1N1=0RMATION . This form is intended to assist applicants in creating complete, code compliant site plans. Please check the plans you wish to submit to make sure they contain each of the listed items. To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown. o Minimum Plan Size: 11"x 17" and drawn in an engineering or architectural scale. INFORMATION. REQUIRED ON.ALL SITE PLANS COMPLETE? REQUIREMENTS PAGE# ON PLANS COVER SHEET: X Vicinity Map X Name of the project Name,address, and telephone number of owner and agent(s) X Name, address, and telephone number of Applicant (if different from the owner) X Zoning designation of the site X Area, in square feet and acreage, of the project site X Reference to the Building Code used X Proposed use X Occupancy group X Construction type X Square footage and height of each individual building X Percent lot coverage JXJ Percent impervious surfaces Scale and North,Arrow Property features Location, identification, and dimensions of all property lines and easements. �( All easements shown on the title report, Record of Survey, or plat must be „ dimensioned and shown. Location and dimensions of existing critical areas (wetlands, streams, steep nla slopes) and their associated buffers. Location of Ordinary High Water Mark and shoreline jurisdiction limits (i nla adjacent to a shoreline). Existing and proposed contours and site elevations (i.e. finished grades) at 5 Xfoot minimum increments. The horizontal and vertical control datum must be clearly shown. Structures Location, identification, dimensions and size of all existing.and proposed X buildings and other structures. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 15 of 17 nia Location of existing and proposed retaining walls,rockeries, and fences. X Location, identification, and dimensions of all setbacks. 1 Show proposed projections into required setbacks, including dimensions(see n/a AMC 19.44.140) Utilities & Casements Location and dimensions of existing and proposed stormwater,sanitary sewer, potable water, and fiber lines/facilities. All wells and septic systems located on or near the project site must also be identified. Location of all existing and proposed fire hydrants within 300 feet of the X boundary of the project site. Location and dimensions of existing and proposed freestanding lighting '.,'a fixtures, utility junction boxes, public utility transformers. Stormwater X Proposed Temporary Erosion and Sediment Control Measures,if not located on other plans. n/a Proposed permanent stormwate.r management BMPs. Access, Circulation & Parking Location, identification, and dimensions of all existing and proposed on-site 1 and adjacent streets and alleys, including the location and dimensions of all existing and proposed curbs, gutters, sidewalks, median islands, and street trees. Show existing and proposed vehicular access to the site, including the size q X and location of driveways and curb cuts. 1 Show existing and proposed parking spaces, including surface material and X, dimensions of spaces. Open Space (ADUs, Small Lots, and Duplexes) Show calculations, location, dimensions and provided square footage of Xrequired open space area per AMC 19.43.010.C, E, or AMC 19.47, as applicable. Landscaping Show the location and design of landscape areas to be preserved and '' 'aplanted, and a plant list to include the location, number, size and type of plant material by botanical and common name.. n/a Location of irrigation system if a permanent or temporary system is proposed. n/a Show the location of existing trees to be retained in conformance with AMC 16.50, and tree protection measures to be implemented,when applicable. Provide a maintenance plan for any infiltration-based stormwater best n/a management practices (BMPs) built as part of the landscaping design, including the specifications and maintenance procedures of any soil amendments. n/a Show new trees to be planted and tree unit credit calculations, in conformance with AMC 16.50 Tree preservation,when applicable Res.Building Permit Application Submittal Checklist Updated December 202.1 Page 16 of 17 A table similar to the following with project specific information provided, must be placed on the.site plan: Required.Landscaping For Example •Calculations .. + + Site Area 7,500 sq.ft. of site area to be landscaped (per 20%-112A zone AMC Tables 19.42.020-.030) 1,500 sq,ft. required n '� 1,850 sq.ft. provided Compliance with AMC Ch. 16.50 Tree unit credits required: Tree Preservation. • 8 tree units required Tree unit credits retained: • 2 trees 6"dbh=4 tree unit credits retained Tree unit credits provided: a 2 new deciduous trees(min. 2" caliper @ 6"above ground) • 2 new evergreen trees(8' in height) Number of required street trees 1 per 30' of frontage 60 lineal feet of frontage=3 street trees Res.Building Permit Application submittal Checklist Updated December 2021 Page 17 of 17 r+ Y O�oy CODEc0 , G l�oo� >torm Water Drainage Report Minimum Requirement 2 ENGINEERING DEPARTMENT 904 6t" Street Anacortes, WA 98221 O ��oFIELTD) www.anacorteswa.gov Official Use Only: (Information to Inspectors) Required Storm Water Facility and other related requirements: Project Address: 1413 12th Street Submittal Date: 7/29/2022 Parcel Number: P55745 Revision Number: Permit Number: Reviewer: Rob F. Acceptance Date (COA): 8/10/22 FRONT OF REPORT: Submittal Checklist: (All items listed below are required for a complete submittal) o Cover Sheet (Preparer to Provide): Project title, Location, Revision dates, Engineer's Stamp o TAB 1: Minimum Requirement#2 — Construction Stormwater Pollution Prevention (SWPP) o APPENDIX 1 - Survey performed by a Professional Land Surveyor o APPENDIX 2 - Model Soil Management Plan for BMP T5.13 o APPENDIX 3 - Determining Construction Site Sediment Damage Potential (Appendix 7) o APPENDIX 4 - Site Plan with all applicable information (Minimum Size 11x17 — 30 scale) o APPENDIX 5 - Documented Site Photos (North, South, East and West) Stormwater Management Requirements: o Refer to the 2012\14 Department of Ecology Manual, as amended in 2014 for further required information. o See also, City of Anacortes Municipal Code 19.76 for additional information o See also, current Engineering Development Standards, Chapter 2- Storm Drainage for additional information. Version Date: October 7, 2019 Previous Version Date: February 20, 2019 Project Description and Summary: Summary Table Existing Proposed Development Type Single Family home ADU Number of Lots 1 1 Lot Acreage in SF 6,351 SF Soil Type(s) Clallam-Urban Land complex HG C Site Sediment Transport Score (High\Low) 45 Low Depth to Ground Water Table (Feet and Inches) N/A See completed Soils Analysis (Volume 1, Chapter 3.1.1) Infiltration Rate during Rainy Season Inch\Per Hour Impervious Surface (on-site) 1,564 sf 1,923 sf Impervious Surface off-site New and Replaced Hard Surface Total SF 1,923 sf Lot Coverage (Percentage) 46.6% BMP (Required Minimum Requirement 5) BMP T5.13 Post Construction Soils Existing Site Conditions Summary: (Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography, vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed, Soils Type (Included in Soils Analysis Report), Erosion Problem Areas, Construction PhasinglSequence) The existing site has an existing 1,039 square foot single family home with associate walk ways and concrete pad at the rear of the site. The remainder of the site is grass with some trees. The site slopes gradually to the north at 2 to 4%. 12t" Street with sidewalk, curb and gutter front the north downhill side of the site and a gravel alley lies to the uphill south side of the site. Developed Conditions Summary: (Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of all hard surfaces , proposed contours) This project is construct an ADU with garage and additional parking area along the alley. The new ADU and garage will total 834 square feet with 1032 square feet of new paved parking and 57 square feet of sidewalks for a total of 1,973 square feet. No soils testing have been completed. The project is Flow Control Exempt. Complete the Applicability Requirements — Flow Chart (Figure 1-2.4.1 Attached, Figure 1-2.4.2 Attached and Figure 1-2.5.1 Attached) - Highlight the path and attach Version Date: October 7, 2019 Previous Version Date: February 20, 2019 Figure 1-2.4.1 Flaw Chart for Determining Requirements for New Development Start Here Does the site have 35% Yes See Redevelopment Minimum or more of existing No Requirements and Flow Chart imperious coverage? (Figure 1-2.4.2). No Does the project convert acres or more of vegetation to Does the project result in lawn or landscaped areas,or 5,000 square feet,or No convert 2.5 acres or more of greater;of new plus 1p native vegetation to pasture? replaced hard surface area? No Yes Yes Does the project result in 2,OOfl square feet,or greater,of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted Yes No vegetation areas. Does the project have land Minimum Requirements#i d i stu rb in g activ iti es of 7,00 0 through#5 apply to the new YeS square feet or greater? and replaced hard surfaces and the land disturbed. No IF Minimum Requ irement#2 applies. Figure 1-2.4.1 Flow Chart for Determining Requirements for New Development DEPARTMENT ❑F Revised June 2015 ECOLOGYplease see mtpllwww.ecy.wa.gov/copyrigM.Nmifor copyright notice including permissions, State of Washington I limitation of liability,and discdaimer. 2014 5tormwaterManagement Manual for Western Washington Volume I- Chapter 2-Page 37 Version Date: October 7, 2019 Previous Version Date: February 20, 2019 Figure 1.2.5.1 Flow Chart for Determining LID MR #5 Requirements Does the project discharge to Flow Control Exempt Waters[per Minimum Requirement tMRI#7]? Yes REQUIRE0:Implementthefollowing BMPs NO where feasible: • BMPT5.13:Post-Construction Sail Quality I IF No(the and Depth Does the project project - BMP T5.1DA,8,or C Downspout Full trigger only MRs#1- triggered Infiltration,Downspout Dispersion #S?(Per Figure 3.2 or only MR#2] Systems,or Perforated Stub-out Figure 3.3 in Appendix No additional Connections 1 of the 2013-2018 requirements • BMP T5.11 or T5.12,Concentrated Flow VVWA Phase II Permit Dispersion or Sheet Flow Dispersion &Phase I Permit). NQT REQUIRED.Achievement ofthe LID NO(the project triggered Performance Standard.Applying the other Yes only MRs#1-#R9] BMPs in List 91 or List#2. Is the project inside the UGA? Did the project developerchoose to meet the LID Performance Standard? Yes INO Is the project on a parcel Ne of 5 acres or larger? REQUIRED:For each Did the project developer NO Yes surface,considerthe choose to meet the LID BMPs in the order Performance Standard? REQUIRED:Meet the LID listed in List 01 for that Performance Standard through type of surface.Use Yes the use off BMP(s)in the the first BMP that is 2014 SVNMVM except for considered feasible. Yet No Rain Gardens[the use of Bioretention is aeceptable]- NQT REQUIRED: flch l eJem ent of the LID If the project cai't meet the Performance Standard. REQUIRED:For each LID Performance Standard,it surface,consider the BMPs must seek and be granted an REQUIRED:Meet the LID Performance in the order listed in List#2 exceptionlvariance. Standard through the use of a ny BMP(s)in for that type of surface.Use the 2014 SVNVIMVNMexcept for Rain Gardens the first BMP that is REQUIRED:Apply BMP T5.13 (the use of bioretenbon is acceptable). considered feasible. Post-Construction Soil Quality and Depth. REQUIRED for Protects Triggering MR#1-9`: NOT REQUIRED: Apply BMP T5.13 Post Construction Soil Achievement ofthe LID NOT REQUIRED:Applying the Quality and Depth. Performance Standard. BMPs in List 91 or List#2. NOT REQUIRED:Applying the BMPs in List #1 or List 42. `Recommended by Ecology for projects triggering MRs#1-#5. Figure 1-2.5.1 Flow Chart for Determining LID MR #5 r�DEPARTMENT OF Requirements Retised June 2015 ECOLOGYPlease see hffpYAvww.ecy.wa.govlcopyrigM.hfmlfor copyright notice including permissions, State of Washington Iimilation of liability,and disclaimer. 2014 5tormwaterManagement Manual for Western Washington Volume 1- Chapter 2-Page 00 version uate: vctoaer t, 1uiv rrevious version uate: rearuary 1u, zuiu TAB 1 (MINIMUM REQUIREMENT #2) • 1-2.5.2 Minimum Requirement#2 — Construction Stormwater Pollution Prevention Plan (SWPP) - All projects are required to complete Minimum Requirement 2. - Refer to the 13 Elements of the SWPP (See document below, complete and attach) - See attached Table 4.1.1, Table 4.2.1 and Table - Provide Engineering Calculations as an attachment for Sediment Ponds\Traps, Diversions, Waterways and Runoff/Stormwater Detention Calculations. Version Date: October 7, 2019 Previous Version Date: February 20, 2019 Table 4.1.1 Source Control BMP's by SWPPP Element Elementf1 Element02 Element#5 ElementA Elament09 Element011 Elementf12 Elementf13 OUP or Element Hama Preserve Establish Stabilize Protect Control Maintain Managaths Protect Leer 1Cl mrimLlndtk Cots nstructionSala Slopes Pollutants BYPs Project Imptxt BYP C101: Preserving HeturalVagetallon r SUP C102:0 uHar Zones J J SUP C103:High IllslblYy Plastic or HeW r Fence BYP C105: StabltrsdConstrecllan Entrance f Erdt 3HPCIN:WhaalWleh r ®MP C10T:Camtructlan RandiPwiting r Ana Soblludon BYP C120:Temporary and Permment r J Sonding 3MP C121: Mulching r J BHP C122: Has and Bltnhss r J 3MP C123: Pier*Covering r 3E113 C124- Sodding r 3HP C125: 7opeollinglcomposting J 3HP C120: PolywrykFdde for Sall Erasion r Protacdan 3MP CIA Sudaee Roughening r J 3HP C131:GradlentTerraas r r ®HP C140: BustCemrol r 3HP C160: Masriels On Hand r r 3MP CIM:Conerew Hartdlteg r 3MP C162: Sareurdng and Surfacing r Pollution Premndon 3MP C153: Material Balmy.llarage and r ContrA m nt 3MP C150 Conerew WhahoutAna r 3MP CIO:Ceelled Eroslonand r r Sedirnem Control Lad ®HP C102:Scheduling J Version Date: October 7, 2019 Previous Version Date: February 20, 2019 Table 4.2.1 Runoff Conveyance and Treatment BMP's by SWPPP Element EMrr R' nM E]NMrltIfs EWrfflrotN7 ElerrrerrrOR FJ901eM11rP9 1;lemank 1a Elementgl9 BMP qr Elwwnt Name ONWOI {rY ky Prghvet Phakvot 8heblflQ Coatfl Gantral De, Innip k Lk FlrnxR gi 9edCrrM�*rt Slope* •araln Ir"b� {`harsrrak rartants Unterinp IrrQact Controls end Outlels XvItIm n! �4�Gip; w11�rC NtOr Vik Prrd&rmlo , &UP C2M: Gra u-4impd C haruiels %f 6G1P 02M.Ohamnel L1niM 601P CM M�wr dart BRAP UM: OR Slope D•arrra .� door C2m: Suharsrfaca orairrs BMr'CN& Lew6l 9pteadaa UMP G207: Chuck Owns V V, Ennead CBbtk DahQ BMP : Outlet Prrfhec63n 15MPC224: 51orm Drain InIRtFroteeilorr e UMP{:231: Brush Barrier , 13MP C232: 4ra"I Filter Berry BMPC 3�tF�nrc BMP C,2947 '. 08413lM strip , Bh1P C235c Wattles We BMP'-GZW. V691MI"F1I=10n V, 13MP Sadrmont Try BMP C.2#1: TrrADMry Sediffl*et Pond 13MP-C2W? Omnolk edWi Skh1'mukw Cherd eel YriaWwrt 13MP C251:Coneiructiorr 13tmwmftr � Flllrallorn 13MP C26Z Hia AH NigntrAtEwHarl Udng � BMPC23;3.PH canWWHWh BHftMr Version Date: October 7, 2019 Previous Version Date: February 20, 2019 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed Above from the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name: Cory Boblet Site Address: 1413 12th Street Prepared By:_Dale Herrigstad P.E. The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed ❑ These elements must be addressed for construction activity adding under for construction activity adding 2,000 2,000 sq. ft. of hard surface area. sq. ft. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, provide the BMP's that will be applicable to your project. Use the attached Tables provided. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. ❑ Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. A high visibility construction fence BMP C103 will be installed at the perimeter of the construction site except if and existing fence already exists or were silt fence is used. BMP will be installed as first step of construction. BMP C233, Silt Fence will also be used to mark the north and east perimeter of the construction site. BMP to be monitored daily and repaired as needed. ELEMENT 2: Establish Construction Access ❑ Limit construction vehicle access and exit to one route, if possible. ❑ Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking onto roads. F1 Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. F If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (ex: wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. ❑ Conduct street washing only after sediment is removed in accordance with the above bullet. ❑ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. Version Date: October 7, 2019 Previous Version Date: February 20, 2019 There is no room for a construction entrance separate of the existing gravel alley to the south. Construction parking will utilize the proposed parking area west of the ADU with access from the alley. ELEMENT 3: Control Flow Rates ❑ Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. ❑ Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvement (e.g. impervious surfaces). ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. A silt fence BMP C233 is to be installed along the downhill north and east side of the property. A sediment trap is not practical to this small site. ELEMENT 4: Install Sediment Controls F- Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. ❑ Construct sediment control BMPs (sediment ponds, traps, filters, etc.) as one of the first steps in grading. These BMPs shall be functional before other land disturbing activities take place. ❑ Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. ❑ Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. ❑ Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. ❑ Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. ❑ Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Per BMP C233 a silt fence will be installed as noted in element 3. To be installed prior to the start of construction. BMP to be monitored daily and repaired as needed. BMP C162 Scheduling. ELEMENT 5: Stabilize Soils ❑ Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. ❑ Control stormwater volume and velocity within the site to minimize soil erosion. ❑ Control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. ❑ Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season (May 1 — Sept 30): 7 days o During the wet season (Oct 1 —Apr 30): 2 days Version Date: October 7, 2019 Previous Version Date: February 20, 2019 Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ❑ Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. Minimize the amount of soil exposed during construction activity. Minimize the disturbance of steep slopes. F Minimize soil compaction and, unless infeasible, preserve topsoil. Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching and plastic covering. Install plastic covering per BMP C123 on Soils Stockpiles. BMP to be monitored daily and repaired as needed. Refer to Table 4.1.1 in MR#2. ELEMENT 6: Protect Slopes ❑ Design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex: track walking). Divert off-site stormwater (run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. ❑ At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10- minute time step from a Type 1 A, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor. ❑ Place excavated material on the uphill side of trenches, consistent with safety and space considerations. F- Place check dams at regular intervals within constructed channels that are cut down a slope. Consider soil types and its potential for erosion. Stabilize soils on slopes, as specified in Element 5. ❑ BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. The site is flat with 1 to 4% slope in the area of the construction. ELEMENT 7: Protect Drain Inlets ❑ Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). ❑ Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to Version Date: October 7, 2019 Previous Version Date: February 20, 2019 waters of the State. Inlets should be inspected weekly at a minimum and daily during storm events. Per detail 1-40.20-00 Storm Drain Inlet protection devices will be installed at existing catch basins in the immediate vicinity of the project. To be installed prior to the start of any construction. The nearest downstream CB is at the intersection of "L" Avenue and 12th Street. BMP to be monitored daily and repaired as needed. ELEMENT 8: Stabilize Channels and Outlets Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. ❑ Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first, then add check dams as necessary to function as an anchor and to slow the flow of water. No stormwater runoff will be conveyed off site via channels, swales, or streams. ELEMENT 9: Control Pollutants ❑ Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. ❑ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. ❑ Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. ❑ Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. ❑ Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland land application, or to the sanitary sewer, with local sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. ❑ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ❑ Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping, and mixer washout waters. Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. ❑ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑ Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. Version Date: October 7, 2019 Previous Version Date: February 20, 2019 Woody debris may be chopped and spread on site. ❑ Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as drip pans. ❑ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle. Per BMP C154 a Concrete Washout Area is to be installed onsite to capture contaminated water from concrete washouts. To be installed prior to foundation / concrete installation. BMP to be monitored daily and repaired as needed. Contractor is to provide spill prevention kits for excavation and concrete crews are required on Site. ELEMENT 10: Control De-Watering Discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. F- Discharge clean, non-turbid de-watering water, such as well-point ground water, to systems tributary to, or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that "surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site. Handle highly turbid or contaminated dewatering water separately from stormwater. Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation, clamshell digging, concrete tremie pour, or work inside a cofferdam can create highly turbid or contaminated dewatering water. Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation of water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. There is no practical location on the site for a temporary sediment trap due lack of space. If dewatering is necessary a temporary tank may need to be brought in for discharging silty water. ELEMENT 11: Maintain BMPs Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ❑ Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ❑ Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. ❑ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from Version Date: October 7, 2019 Previous Version Date: February 20, 2019 removal of BMPs or vegetation. BMP to be monitored daily and repaired as needed and or as required by the City of Anacortes. Weekly reports are required to be submitted to the building department. ELEMENT 12: Manage the Project— Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL) for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. ❑ Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. ❑ Inspection and monitoring — Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. ❑ Maintain, update, and implement the SWPPP. ❑ Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g., subdivision approval). ❑ From Oct 1 through Apr 30, clearing, grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance. The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. BMP to be monitored daily and repaired as needed and the responsibility of the owner. Project does not require a certified CESCL. ELEMENT 13: Protect Low Impact Development BMPS F If implementing any bioretention facilities or rain gardens, refer to the applicable BMP sections of the Manual for requirements. No LID BMPS are proposed. _Dale Herrigstad PE _July 28, 2022 Applicant Signature Date Version Date: October 7, 2019 Previous Version Date: February 20, 2019 APPENDIX 1 - Survey performed by a Professional Land Surveyor 0 H 7^52'W 295.74 _ H 152'Z,f"F zg5,9,y _ H i53'27"E 147-�• 747.97' g 295 93• I a ic' K^RVF. I r i0 ! I G � ea ; T DJM Q LWE (� 99 W a 3 R.g � m1 ;ylw - y �� s� � 99-9s' 'O I LJ a � A 1+E. 47,9g' �ii a H 1Tj2'74'E 747.9B' _ 295 1'56'26'E m —1 ® m M �u-AW. m m _ 1 i PPIPP.-z ZZZ Hils He, m OHM g;; $0 o m YiC Ys gsi nm 1^ �y a 'w g fit gm zi x v sa zO n10 xa � B [n oar$ > N s �Y o m� crm wyopzy p❑o gyyA� ._.a"' n {TI1 A SAW Ax AxT N WOx, ryl o � o <S>,�> ®� ©<8> 00,& <3> 0 <9>0 c n Q v 8S^fib 6 9 i3 rZI z R1 w w71 o m P 1 Ts g A 0 N b APPENDIX 3 — Model Soil Management Plan for BMP T5.13 An alternate document acceptable to the City of Anacortes is a Test Report provided by the Soils Supplier that identifies the soils to be used meet the specifications outlined under Minimum Requirement 5. The specifications are in both WSDOT and CSI Formats. For specifications, refer to the above referenced PDF. This submittal can be a deferred submittal since most projects are not sure who the supplier will be at the time of building permit application. For projects that trigger Minimum Requirements 1 through 5, the Test Report will be provided to the Building Department. Projects triggering Minimum Requirements 1 through 9, the Test Report will be provided to the Engineering Department. Version Date: October 7, 2019 Previous Version Date: February 20, 2019 DEFERRED SUBMITTAL: PROVIDE A TEST REPORT FROM SOILS SUPPLIER TO THE BUILDING DEPT. PROJECT INFORMATION "Model Soil Management Plan for BMP T5.13" age# of pages Complete all information on page 1;only site address and permit number on additional pages. Site Address/Lot No.: Permit Type: Permit Number: Permit Holder: Phone: Mailing Address: Contact Person: Phone: Plan Prepared By: ATTACHMENTS REQUIRED Check off required items that are attached to thisplan) Site Plan showing,to scale: Areas of undisturbed native vegetation(no amendment required) New planting beds and turf areas(amendment required) Type of soil improvement proposed for each area Soil test results(required if proposing custom amendment rates) Product test results for proposed amendments AREA# (should match Area#on Site Plan) PLANTING TYPE _Turf _Undisturbed native vegetation Planting Beds _Other: SQUARE FOOTAGE OF THIS AREA: square feet SCARIFICATION _inches(depth)of scarification needed to achieve finished total 12"loosened depth. Subsoil will be scarified PRE-APPROVED inches of compost or imported topsoil applied AMENDMENT METHOD: X 3_1 (conversion factor, inches to cubic yards) PRODUCT: _Topsoil import =cu.yards per 1,000 sq. ft. _Amend with compost X _,000s sq.ft. in this area _Stockpile and amend =cubic yards of amendment QUANTITY: CU.YDS. cu.yds. stockpiled) needed to cover this area to designated depth) CUSTOM AMENDMENT Attach test results and calculations. _Topsoil import inches organic matter or topsoil import PRODUCT: Topsoil&compost lift X 3_1 Amend =cu.yards/1,000 sq.ft. Stockpile and amend X ,000s sq.ft. in this area cu.yds. stockpiled) =cubic yards of amendment QUANTITY: CU.YDS. MULCH ,000 sq.ft. PRODUCT: X 6.2 (conversion, to give 2 inch mulch depth) =cubic yards of mulch ---*--->--->--->--->--> QUANTITY: CU.YDS. TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS(complete on page I only, totaling all areas/ a es in this Plan ❑ Product#1: ElQuantity: cu.yds. ❑ Test Results: %organic matter C:N ratio<25:1 (except mulch,or<35:1 for nativeplants) "stable" es/no ❑ Product#2• ElQuantity: cu.yds. ❑ Test Results: %organic matter C:N ratio<25:1 (except mulch,or<35:1 for nativeplants) "stable" es/no ❑ Product#3: ElQuantity: cu.yds. ❑ Test Results: %organic matter C:N ratio<25:1 (except mulch,or<35:1 for nativeplants) "stable"( es/no) Date: Inspector: Approved: Revisions Required: Date: Inspector: Approved: Revisions Required: Version Date: October 7, 2019 Previous Version Date: February 20, 2019 APPENDIX 4— Determining Construction Site Sediment Damage Potential (Appendix 7 — NPDES Phase II Permit) Note: See attached. All projects within the City of Anacortes are required to complete that document under Appendix 4. Version Date: October 7, 2019 Previous Version Date: February 20, 2019 Western Washington Phase H Stormwater Permit i. APPENDIX 7 - Determining Construction Site Sediment Damage Potential The following rating system allows objective evaluation of a particular development site's potential to discharge sediment. Permittees may use the rating system below or develop alternative process designed to identify site-specific features which indicate that the site must be inspected prior to clearing and construction. Any alternative evaluation process must be documented and provide for equivalent environmental review. Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to determine the construction site sediment transport potential. ii. STEP 1 — Sediment/Erosion Sensitive Feature Identification Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of sediment deposition or erosion. Special protection must be provided to protect them. Sediment/erosion sensitive features include but are not limited to: i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that would be Salmonid bearing if not for anthropogenic barriers; ii. Lakes; iii. Category I, II, and III wetlands; iv. Marine near-shore habitat; V. Sites containing contaminated soils where erosion could cause dispersal of contaminants; and vi. Steep slopes (25% or greater) associated with one of the above features. Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment is complete. STEP 2 — Hydraulic Nearness Assessment Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not be naturally attenuated before entering the feature. The conditions that render a site hydraulically near to a feature include, but are not limited to, the following: i. The feature or a buffer to protect the feature is within 200 feet downstream of the site. ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel or ditch. August 1, 2013, Modified January 16, 2015 Appendix 7- Determining Sediment Damage Potential Page 1 of 3 Version Date: October 7, 2019 Previous Version Date: February 20, 2019 A site is not hydraulically near a feature if one of the following takes place to provide attenuation before runoff from the site enters the feature: iv. Sheet flow through a vegetated area with dense ground cover V. Flow through a wetland not included as a sensitive feature vi. Flow through a significant shallow or adverse slope, not in a conveyance channel, between the site and the sensitive feature. Identify any of the sediment/erosion sensitive features from step one that are hydraulically near the site, and proceed to step three. If none of the sediment/erosion sensitive features are hydraulically near the site, the assessment is complete. vii. STEP 3 — Construction Site Sediment Transport Potential Using the worksheet below, determine the total points for each development site. Assign points based on the most critical condition that affects 10% or more of the site. If soil testing has been performed on site, the results should be used to determine the predominant soil type on the site. Otherwise, soil information should be obtained from the county soil survey to determine Hydrologic Soil Group (Table of Engineering Index Properties for step 1.D) and Erosion Potential (Table of Water Features for step 1.E) When using the county soil survey, the dominant soil type may be in question, particularly when the site falls on a boundary between two soil types or when one of two soil types may be present on a site. In this case, the soil type resulting in the most points on the rating system will be assumed unless site soil tests indicate that another soil type dominates the site. Use the point score from Step 3 to determine whether the development site has a high potential for sediment transport off of the site. Total Score Transport Rating <100 Low 11100 High A high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. Construction Site Sediment Transport Potential Worksheet A. Existing slope of site (average, weighted by aerial extent): Points 2% or less .. 0 >2-5% ..............................................................................................5 >5-10% .......................................................................................... 15 >10-15% ........................................................................................30 >15% .............................................................................................50 B. Site Area to be cleared and/or graded: <5,000 sq. ft...................................................................................... 0 5,000 sq. ft. — 1 acre....................................................................... 30 >1 acres.......................................................................................... 50 C. Quantity of cut and/or fill on site: <500 cubic yards............................................................................... 0 500 — 5,000 cubic yards..................................................................... 5 >5,000 — 10,000 cubic yards .......................................................... 10 >10,000 — 20,000 cubic yards ........................................................ 25 >20,000 cubic yards ....................................................................... 40 D. Runoff potential of predominant soils (Natural Resources Conservation Service): Hydrologic soilgroup A..................................................................................... 0 Hydrologic soil group B ................................................................. 10 Hydrologic soil group C................................................................. 20 Hydrologic soil group D................................................................. 40 E. Erosion Potential of predominant soils (Unified Classification Systems GW, GP, SW, SPsoils............................................................................................. 0 Dual classifications (GW-GM, GP-GM, GW-GC, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC)........................... 10 GM, GC, SM, SC soils.................................................................... 20 ML, CL, MH, CH soils.................................................................... 40 F. Surface or Groundwater entering site identified and interceptedl: Yes.................................................................................................... 0 No.................................................................................................... 25 G. Depth of cut or height of fill >10 feet: Yes.................................................................................................. 25 No.............................................................................................................0 H. Clearing and grading will occur in the wet season (October 1 — May 1): Yes .................................................................................................. 50 No.............................................................................................................0 TOTAL POINTS.............................................................................................45 1 If no surface or groundwater enters site, give 0 points. APPENDIX 5—Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) 1-2 th -STREET — — EXf.51ING$IDEWAI K STORM DRAIN INLET PROTECTION AT CORNER OF 12TH & L AVENUE. WSDOT DETAIL a I-40.20-00 110 CH I o ai I �C7=5t u3AL:rt — f U . �] L ffX15 rf14G I' I � HC7�1`3f= II I T Q II I r + + BMP C233 SILT FENCE if I; 3 �' !' NORTH AND EAST I II II R' I4 II J as sa I aIr a a 1. OF NEW CONSTRUCTION I! II L7 II II � 11� - r� �• r fp, n) Ii BMP C154 Iv III - ': fit _ ti I CONCRETE WASHOUT TUBI1 V -Ail, —'i °�D•L] ��•C ___ Z�-wci r GAktA - ;,IV 1 CAN AKEA N VFM W — ALLEY N EVV APPENDIX 5 Pr-KCI-NT Of LOT COVGKco APPENDIX 6 — Documented Site Photos (Show all directions of the site, including frontage) Location: 1413 12T" Street Description of the photo: Looking westerly from alley Photo taken by: Dale Herrigstad , � = _ Back yard location of ADU 14L' QFORCODECO 1'TY O °t a m ��0R�w°� SEE STRUCTURAL ENGINEERING SHEETS S1NNS5 FOR ALL STRUCTURAL DETAILS . FIELD ESQ -E 2 t TffT 45' a --m------- s eel ATF-� 0 N EXISTING SIDEWALK EXISTING SIDEWALK ANACORTES 79„ 25' PLANNING ND BUILDING DEPT.- 23-9. SDB_F=R �q� TOP PLAT j y g4 ROVED PLANS REVIEWED FOR CODE COMPLIANCE 8_ PERMIT#: BLD-2022-0581 ADDRESS: 141312th t GRADE _------ ---- 6PoigE --- TOP OF SLAB APPROVED BY: r- B SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT 50UTI1 ELEVATIONS 5 BE ALTERED WITHOUT AUTHORIZA ON. • �N 88�; 48" W G4.0 P .88_; 48" W G4.01 1 Utility Project Contact Information Additional documentation or A. Comcast Cable compliance certificates are DRAWING INDEX : Casey Jones, New Construction Q Cell: required prior to final inspection. E-mail: caseV 'ones(@_cable.comcast.com Q These include Or may include: I EX 15T I N G * NEW 51 T E PLAN • o B. Comcast Cable o Soil Composition 2 . ELEVATION5 Tri Huynh, Construction Maintenance Cell: n Blower Door 3 . MAIN * UPPER FLOOR PLANS (r) E-mail:tri-huynh@cable.comcast.com c� Insulation Certificate 4 . FOUNDATION PLAN C. Cascade Natural Gas U Addam Sad, Manager - - - - - - - ---2QL5ffTBACI� - _ Duct Test 5 . UPPER FLOOR FRAMING ROOF PLANS Office: 360.336.3866 W w ' Cell: 360.391.6093 G . 5 E CT I O N A L D ETA I L5 ct� U E-mail: addam.sad(a)cngc.comL O �Z • PO C1�1 W D. Cascade Natural Gas - PO Ch _ �.�..._�� U Jim Hobbs ��_��_ II Z Office: 360.336.3911 I �W ° Cell: 360.941.4150 1 W0 z E-mail:James.hobbs@cngc.com I� P 0 11 li Q E. PSE/Intollght I� IPPPP II �I O Lisa Kinney,Account Sales Manager 11 II Office: (425)516 5432 I1 II \ E-mail: Lisa.kinney@pse.com 6 J• 11 EX 15T1 N G II I� F. Puget Sound Energy ;1 houSE 1; PRE-EX15T1 NG I MPERVIOU5 AREA Jane Major, Municipal Construction Planner LOT AREA II II p II II G350.5 5Q. FT. I I Office: 360.766.5571 I I HOUSE II Cell: 360.791.2748 1 II ' HOUSE, * PORCHES 1 039 5Q. FT. W' W E-mail:jane.major@pse.com w' REDESIGNED 1 s'-"" 181-6" w CONCRETE 51DEWALK I G5 5Q. FT. ' G. ZiplyFiber PORCH I CONCRETE PAD 3G0 SQ. FT. O L I - Michael Merrill, Construction O 1 - o• IOffice: • __�1 NEW N TOTAL 15G4 5Q. FT. Cell: 615.719.0199 1 WOODEN N I' 2' FENCE `� PERCENT OF IMPERVIOUS 33% 73 II _z H. Ziply Fiber II I -71 73 IDennis Keller, Field Engineer �IO I I DECK OOffice: 360.757.4530 O 111 3-3° O _--� Z Cell:425.238.1078 z• L= ---J z E-mail:dennis.kellera.ziply.com LhF�jD- NEW IMPERVIOU5 AREA I. Access Fiber 11 (n \1 7 5 T n Jim Lemberg, Manager l� UII lu uI LOT AREA G350.5 5Q. FT. Office: 360.5888360 Cell: 360.298.6895 � (�-_lII � �(�- III s'_3"8' „ „ I HOUSE, * PORCHES 1039 SQ. FT. E-mail:jiml@cityofanacortes.org I1 II w II P-6" CO K D 11 I CONCRETE 51DEWALK 57 5Q. FT. 1 lI 11 J 3' 3" NEW PARKING AREA * PORCH 1 032 5Q. FT. ADU AREA 834 SQ. FT. Contact utility for requirements 1 lI z I II LU for work adjacent to the utility iU -U I�-- �j H u I TOTAL 2,9G2 SQ. FT. � If pole. Jane Major is a good -_ --' 1- II II PERCENT OF IMPERVIOUS 4G.G% • W 38' / A i�i FAMILY �� BED OOM i i i; ',n =_ T- GEIIJNG I1 o person to contact. �l (� �� _ „ III w , cn lNO U U w iU- UIi --;� 11110 ' 1 l U H • 1 1 I I Z 11 I I __�� 9o#;oWP�r -i�i / _ ceiL Gii��i iN ' 11 IIO • (� y M I I I I I I I I I I II-r L_JI I II i IH I 8'x 2 0' 1 l 1 - , -- LJ L+:�_L lG I I I �I ------------------- ------------ CONCRETE PAD I� �I _ 111.101, lu�--U) (U_ JUJ CONCRE 11 '� _____� II GARBAGE o' 6°DRIVEWAY 1 GARAGE CAN AREA I , � J l _ '' _ _ _ " ZONE K3 jI I C -_-_-_ C • • • -- -J----- ---------------JJ • N MCI 07' 39" W G3.07' BUILDER TO VERIFY ALL DIMENSIONS N88d07' - • - ' - • - • - G3.07' CONSTRUCTION NEEDS TO COMPLY WITH 2018 WA5HINGTON STATE ENERGY CODE (W5EC) ALLEY BUILDING TO COMPLY WITH THE ALLEY IRC 2018 BUILDING CODES PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE SCALE: I " =20'-O" ON I I " x 1 7" PAPER I of G EX15TING- NEW SCALE: I " = 1 0'-0" ON 22" x 34" PAPER PERCENT OF LOT COVERED PERCENT OF LOT COVERED EX15TING * NEW 51TE PLAN LOT AREA G350.5 5Q. FT. LOT AREA G350.5 5Q. FT. CORM POBLET ADU HOUSE , DECK * PORCH 990 5Q. FT. HOUSE , DECK � PORCH 990 5Q. FT. PERCENT OF COVERAGE 15.G% ADU I CARPORT 700 5Q. FT. Planning Category Approval ADDRE55: 14 13 12 th 5TREET TOTAL 1 G90 5Q. FT. Intensity Chart:AMC 19.42.020 x Lot coverage:AMC 19.42.220 x PARCEL #: P 5 5 7 4 5 PERCENT OF COVERAGE 2 G.G% Landscaping:AMC 19.65 Tree code:AMC 16.50 Set HightCk limitsAMC:AMC x Xrefl D: 3772- 1 1 G 004 0000 Hight limits:AMC 19.42.120 x Critical Areas:AMC 17.70 Old Town: at Conditions nditi ns DRAWN BY: BRUCE RU5TAD DATE: 03/ 1 0/22 Land Use/Plat Conditions Easements QFOgCOD�CO a m CID 4CORSo ��FIELD i�se� 12 HARDIE-PLANK SHINGLES G u LL L LJ L!I L �JJLIJ �LLL�I LL ______ TOP PLATE HARDIE-PLANK LAP SIDING 7" TO WEATHER 3G" HIGH RAILING--_________ IIII Hill Li i Ll 5UB-FLOOR TOP PLATE _ 5/4x4 TRIM i ❑ i El El El El_ 5/4x8 BELLY BAND qE4�� 000 0 � pGRADE —__ _____ __SQE_QF SLAB GRADE GRADE GRADE L_ 14 L"1 ------- �\ '� I L1 L----------- -----------------------------------� L r —T �— r � � r r r � L ---L--J— ———— L—J L--J L——— L -------------------- NORTH ELEVATION5 WE5T ELEVATION5 LLU U 450trLL —� 11 -1L U Q Ll m-- -------- —TOP--P—LATE--- - w 2 5' 23'-9" SUB-F LOOK_ 5 ———— TOP PLATE — I -0g I I I 1 11 11 1 I L11 L]LJtW LJ LIL 15' w z J Q � O / �1 GRADE _-----_ ---_ GRABE____ TOP OF SLAB GRADE GRADE r_ --� �J I� - r_J L_T-—— ——- rL1r 5' SOUTH ELEVATIONS 5 EAST ELEVATIONS 2 1 1 " x 1 7" PAPER SIZE --- SCALE 15 1/8" = 1 ' 2 Of 7 22" x 34" PAPER SIZE --- SCALE 15 1/4" = I ELEVATIONS CORY GOBLET ADU ZONE R3 ADDRE55: 14 13 1 2th 5TREET BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH P�O P E f�TY I D: P 55745 2018 WA5HINGTON STATE ENERGY CODE (W5EC) BUILD2118 BUILDING NG COIDE5 TH HE TO COMPLY W IIRC 0 XredlD: 3772- 1 1 6-004-0000 PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RU5TAD DATE: 03/ 1 0/22 QFOgCOD��O B B 2' 2 5' 2 5' 2' m P�R o� 23' 2' I I '-2" 13'-4" GilG �V �� C LDi13se 4' 9'-2" 10 1 3'-4" 2'-G" I I '- I " I ' 1 2' 1 1 " FIE i ii i i i n 5-22 8 42 4-9ii G-8 5' 2'-3" I -G2" 7'-22" 3'-8 1 82" 4' 4'_22 2 3G" HIGH ILING ® 2 0000000000000 00000 00000000 GxG(PT) o GxG(PT) POSTS POSTS o DECKING E COVE:-:RED o PATIO G' EXTERIOR WALL 4" CONC. SLAB DECK ABOVE SLOPE AWAY EXTERIOR WALL 0 0 FROM HOUSE o o BELOW 3� 30XO 0 0 0 0 0 o Go SLDG. GL. DR. _ I 2'-G" 33" REFR. 30 O 50CMT _ I �J 33" .�INK L__ I I I I 2 x SH 2 x 5 SH �1 1 DW ---- ❑I 3 I 11 � ® 1 11 o ON 5'-4" 4 42 I BEDROOM L— N EXTERIOR WALL I w Ox G'-7= I 7-9 CEILING 3'-G" KITCHEN ABOVE m( 2 I I EXTERIOR WALL 8' 7I ---------� 9-2 9'- I I (Be 8 CEILING NG 1 3 0 81 F I BELOW 2 I L 2 I lw 0010 SD L °M U Ox I O QUEEN " Q LJI i 7-8� 12 G� 3 x 4 LIVING I� J , I I .. I X I 3 6 BED ��I 2 2 14'-51" ISLAND 8'- I " CEILING IOW 8-22I4-02 3-G 14-5— I FAMILY ❑2 I I GXG(FT) 2 ___ 2 �t I O'-5 POSTS I 3'-G" --- DINING I 7-9 CEILING 2 J J I 8'- 1 " CEILING l w I J 10 rr J 1 8 22" x 30" I o OF I II ~ ATTIC ACCESS I— II = I x G6S L© O O I 11 UJ © I 2'-3" FW— j ouruooR � C O> I II 0 MIN I-5 LIT I oxx I I W = TANKLESSI _ �/ U WATER hEA � = Ox 11 5_ I 11 J N L JJ N 1 I GI z Q LU 3o BEARING WALL `� I 11 U 3 co MINI-SPLIT I SD II 6 BATH I I ALARM HEAD SD BEARING WALL 9'-2" I I 11 ___ 2 � a 1 1 28' U 26 3G" HIGH RAILING 3 2x4 I I ®FAN O I ❑ o00000000 ( ) o000000000 00 — 3 P D R1, 1 G'-9—" I, 50 O x 1 1 ® — — 2 O OD 2 G-724 4 I 48" VANITY x 5 52 4'-4" I 5TORAG 4 ®F N 1 1 O x I I 1 1 0 1 1 13-G— 11 o 2 50 cf 3- 1 12 3-G— 2 I O 'er I 2- 10 l 2 SC I 2 I / \ 11'- I 12- I I2 A = 20 MIN. A A - 2 A - 0 o O 2'x; 30B1-PASS❑ 102 -------� W D MI UIfSPLIT IT 2 84 4 x l PIC G I o 20'-4" 2 10'-52" 10' 8'-3" = 5 GARAGE 4" CONC. SLAB 10' 25' O❑ 8-2 CEILING SLOPE AWAY C�l FROM HOUSE ox v 5 I J 2 10 " 15- 11I " 9'-0I" UFFER f LOOK FLAN 2 I.. 2 , 1„ UPPER I=LOOR LIVING AREA 5QU . I=T. = 450 9 4-72 4- 1 I G-52 2 5' TOTAL LIVING AREA 5QU . I=T. = 900 B 2016 ENERGY CREDITS PER W5ECC Table 40G . 2 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT MAIN f LOOK FLAN 1 . 2.3 A I I house ventilation 1 .5 Credit 9COR� DEPARTMENT MAIN I=LOOK LIVING AREA 5QU . I=T. = 450 wl Vertical Een5tration U = 0. 28 Mailing Address:P.O. Box 547, Anacortes, WA 98221 AIde5 1195-TRG RC51dental Ventilation Office Location: 904 0 Street, Anacortes WA 98821 GARAGE AREA 5QU . I=T. = 250 (Or Equal) Phone: (360) 293-1901 2 . 3.4 Ductless mini-split heat pump 1 .5 Credit Instructions for Printing Digital Plan Review Documents This City of Anacortes Planning,Community,and Economic Development has adopted an optional digital plan review L E 5 5 THAN 1500 5Q. ET. 3 .0 C RE D I T5 process,in response to COVID-19,for those who wish to reduce contact or reduce natural resource use. If you have WINDOW 5 C H E D U LE TOTAL C�E D I T 5 •0 C r e d I t s any questions please contact the The Permit Coordinator at 360-293-1901. We are also interested in any comments you have to improve this system. NO. AMOUNT SIZE FRAME DESCRIPTION O 2 2'-0" x 5'-0" VINYL SINGLE HUNG, DBL. GLAZED U factor ( E .28) NOTES : It is the applicant's responsibility to provide copies of all © I 3'-O" x 3'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) ALL EXTERIOR WALLS TO BE FRAMED w/ 2xG @ I G" CTRS. AND approved submittal documents for use on the job site. © I I -0" x G'-G" VINYL SIDELITE, DBL. GLAZED U factor ( E .28) SHEATHED w/ 7/ 1 G" OSB * 1 5# BUILDING PAPER EXTERIOR O I I '-G" x 2'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) * SHEATHED w/ I/2" GYP. BD. INTERIOR. • Documents with color or with approval stamps are to be reproduced in 4/ 2x E 2 3'-0" x 2'-0" VINYL PICTURE, DBL. GLAZED U factor ( E .28) ALL INTERIOR WALLS TO BE FRAMED w @ I Gil CTRS. AND color, or black and red. 0 SHEATHED w/ 1/2" GYP. BD. BOTH SIDES • Documents shall be provided in full size, and to scale. O 2 4'-G" x 5'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) EXCEPT AS NOTED. • It is advisable to protect the documents from inclement weather. Plastic © I 4'-O" x P-O" VINYL PICTURE, DBL. GLAZED U factor ( E .28) ALL EXTERIOR WALLS TO BE INSULATED WITH R-2 1 sleeves are available upon request. O I 2'-0" x P-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) SD SMOKE DETECTOR • All drawings, engineering, surveys, and supporting documents are O 2 2'-O" x 4'-0" VINYL SINGLE HUNG, DBL. GLAZED U factor ( E .28) Co CO DETECTOR required to be on the job site at the time of inspections. If documents g ALARM are not available, the inspection will be cancelled. After the second 0 I G'-O" x 5-0" VINYL CASEMENT, DBL. GLAZED U factor ( E .28) cancelled inspection, a re-inspection fee will be charged. DOOR SCHEDULE E3o Be sure your packet includes: NO. AMOUNT SIZE DESCRIPTION 7 • PermitEl2 3'-0" x G'-8"x I -3/4" EXTERIOR INSULATED DOOR 22" x 34" PAPER SIZE --- SCALE IS I/4" = II I " x 17" PAPER SIZE --- SCALE IS 1/8" = I' • Permit Inspection Card,print on heavy stock if possible. This will need to last the duration of your project. ❑ 1 3'-0" x G'-8"x 1 -3/4" SELF CLOSER, 20 MIN. FIRE • Site Plan ❑ 3 2'-G" x G'-8"x 1 -3/8" INTERIOR DOOR MAIN * U F P E R E LOOK PLAN 5 • All Drawings ❑ I 2'-4" x G'-8"x I -3/8" INTERIOR DOOR COf�Y BOBLET ADU • Stormwater Plan or SWPPP • Engineering,if included in submittal ❑5 1 8'-0" x 7'-0" OVERHEAD METAL GARAGE DOOR ZONE R3 AD D RE55 : 14 13 1 2 th 5TRE ET • Landscape Plan ❑G I 2'-G" x G'-8" INTERIOR POCKET DOOR BUILDER TO VERIFY ALL DIMENSIONS • Any other supporting reports or documents CONSTRUCTION NEEDS TO COMPLY WITH ❑ I 3'-0" x 3'-O"x I -3/8" BI-PASS INTERIOR DOOR 2018 WASHINGTON STATE ENERGY CODE (WSEC) PROPERTY I D : P 55745 Being properly prepared with the necessary plans on site will allow our ❑8 IRC 2018 BUILDING CODES XredID: 3772- 1 1 G-004-0000 I G'-0" x G'-8" SLIDING GLASS DOOR BUILDING TO COMPLY WITH THE inspectors to complete your inspections. We appreciate your assistance. PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 03/ 1 0/22 QFOgCOD�co -4 1T Y O °t a m CID 4CORSo "OFIELD i13se� 3 TAB COMP. SHINGLES 1 5# FELT ENG. TRUSSES 7/1 G" OSB SHEATHING NAILED 12" RAISED HEEL w/ 8d @ G" CTRS. AT ALL SUPPORTED @ 2' CTRS. ENG. TRUSSES RIDGE VENT 3 TAB COMP. SHINGLES EDGES * 8d @ 1 0" CTRS. @ 6/12 PITCH @ 2' CTRS. 15# FELT INTERMEDIATE SUPPORTS. / 7/I G G" SHEATHING NAILED FACE GRAIN PREPENDICULAR TO SUPPORTS. //f 6/12 PITCH 1 2 ENG. TRUSSES w/ 8d @ 6" CTRS. AT ALL SUPPORTED USE METAL "H" CLIPS AT UNSUPPORTED EDGES. 1 2 G @ 2 CTRS. 6 12 PITCH EDGES * 8d @ 10" CTRS. @ INTERMEDIATE IG FACE GRAIN PREPENDICULAR TO SUP SUPPORTS.PORTS. USE METAL "H" CLIPS AT UNSUPPORTED EDGES. K-GO INS. SIMP. HUKR. TIES SIMP. HUKR. TIES EVERY TRUSS EVERY TRUSS 61 DRIP FLASHING 3 HOLE BIRD BLOCKING ,� RIP FLASHING 5/8" GYP. BD. I 1 _ METAL GUTTER 5/8" GYP. BD. R-GO INS. METAL GUTTER I 6x 10 #2DF COR-A-VENT SIMP. ECCQ66SD2. BEAM 3 TAB COMP. SHINGLES I 1 2x6 BLOCKING BETWEEN WALL STUDS 1 5# FELT I I HARDIE-PLANK SOFFIT TO PROVIDE BLACKING FOR TRUSS 7/1 G" OSB SHEATHING NAILED I I I ATTACHMENT. FASTEN BLOCKING w/ 8d @ G" CTRS. AT ALL SUPPORTED ENG. TRUSSES I I I I MBETWEEN STUDS w/ (3) 1 Gd NAILS EDGES * 8d @ 1 0" CTRS. @ @ 18" CTRS. I 1 1 3/4" CDX OR OSB T*G. GLUE AND (2)5IMP. A35 ANGLES 3 TAB COMP. SHINGLES 6/1 2 PITCH I SLOWER NAIL w/ RUNG SHANK 8d's @ G" CTRS. 7'-9" 1 2 1 5# FELT INTERMEDIATE SUPPORTS. �� ENG. MONO TRUSSES �� III II11 EDGES *1 2 CTRS. IN THE FIELD. G 7/1 G OSB SHEATHING NAILED FACE GRAIN PREPENDICULAR TO SUPPORTS. I FACE GRAIN PERPENDULAR TO SUPPORTS. Gx 1 2 PITCH �, �, I 3' HIGH RAILING WHICH w/ 8d @ 6" CTRS. AT ALL SUPPORTED USE METAL H CLIPS AT UNSUPPORTED EDGES. I8" VAN I @ 24 CTRS. 111 COR-A-VENT CANNOT ALLOW A 4" SPHERE EDGES * 8d @ 1 0" CTRS. @ II II I ,/ PASS THROUGH ANY OPENING INTERMEDIATE SUPPORTS. — Hill COMPOSITE DECKING FACE GRAIN PREPENDICULAR TO SUPPORTS. (� 1 1 -7/8" TJI I 10 JOISTS @ I G" CTRS. USE METAL "H" CLIPS AT UNSUPPORTED EDGES. " ENG. MONO TRUSSES (2) 1/2" GALV. BOLTS " x 1 - 8" 6x 12(PT) BEAM 6x 12 PITCH (FT) R-48 INS. SIMP. LU52 10 HANGER 3 HOLE BIRD -L 1 1 -7/8" TJI I 10 @ 24" CTRS. JOISTS 5/6" GYP. 131). 1 0 JOISTS @ I G" CTRS. SEE ELEVATIONS FOR SIDING @ I G" CTRS. BLOCK VENT 4x8 #2DF BEAM oSB. BLOCK ALL PANEL EDGES * 5/8" GYP. BD. GxG(FT) POST k7 w/ 8d @ G" CTRS. AT PANEL EDGES GxG(PT) POST TV 8'-I„ * 8d @ 12" CTRS. AT 1 8,-1" 8, 2„ SEE ELEVATIONS6' OSBFOR SIDING INTERMEDIATE FRAMING I 2x6 @ 16" CTRS. WALL BLOCK ALL PANEL EDGES VAPOR BARRIER 1 w/ 8d @ G" CTRS. AT PANEL EDGES SHELVES R-2 1 INT. 4" THK. CONC. SLAB 1 5/8" GYP. BD. * 8d 12" CTRS. AT SIMP. CBSGG G I/2" GYP. BD. SLOPE AWAY FROM HOUSE 3 I INTERMEDIATE FRAMING � � eke I 2x6 @ 16" CTRS. WALL I VAPOR BARRIER GRADE GRADE GRADE !/2" GYP. BD. --' � SIMP. CB566 -- OPEN AREA 2" THK. CONC. SLAB O / (R-I O ) 4" THK. CONC. SLABP 4" CONC. SLAB O GxG WIRE FABRIC 2 EXTRUDED GxG WIRE FABRIC GxG WIRE MESH 5TAI R5: (R-1 0 ) G MIL BLACK VISQUEEN POLYSTYRENE G MIL BLACK VISQUEEN G MIL BLACK VISQUEEN 7-5/1 G' RISE POLYSTYRENE SEE ELEVATIONS FOR51DING �� SECTION A-A II �� 18' SLOPE TOWARD GAR. DR. 1 0" TREAD BLOCK A/LLPAONELL EDGES 3G HIGH RAILING / w/ 8d @ 6 CTRS. AT PANEL EDGES FINISHED NOSING OF THE STAIRS NEEDS TO BE 3/4" - 1-1/4"; * 8d @ 12" CTRS. AT 5ECTION 15-13 THE MAX. RISER HEIGHT IS 7-3/4" WITH G INTERMEDIATE FRAMING A 3/8 VARIANCE THROUGHOUT RISER HEIGHTS; 2xG @ 16 CTRS. WALL * A TREAD DEPTH OF 10" MIN. WITH NOSING I I" MIN. WITH A 3/8" VARIANCE VAPOR BARRIER THROUGHOUT TREAD DEPTHS. R-2 1 INT. w/ 3' HIGH RAILING WHICH CANNOT ALLOW A 4" SPHERE 1/2" GYP. BD. PASS THROUGH ANY OPENING INSTALL FIRE STOPS TOP * BOTTOM ENCLOSED USABLE SPACE UNDER STAIRS TO BE I - HR FIRE-RESISTANCE CONST. 5/8" TYPE X' GYP. BD. HANDRAIL TO HAVE GRIP PORTION NOT LESS THAN 1-1/4" OR MORE THAN 2" IN CROSS SECTIONAL DIMENSION WITH 1 -1/2" BETWEEN WALL AND HANDRAIL. ,� s 0 s T c T 0 6 I I " x 1 7" PAPER SIZE --- SCALE IS 1/8" = I ' 6 Of 6 / 22" x 34" PAPER SIZE --- SCALE IS 1/4" = I ' C s 5ECT1 ONAL DETAI L5 CORY GOBLET ADU ZONE R3 ADDRE55: 14 13 1 2th 5TREET BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH P�O P E f�TY I D: P 55745 2016 WASHINGTON STATE ENERGY CODE (WSEC) BUILD21018 BUILDING COIDES TH HE TO COMPLY W IIRC XredlD: 3772- 1 1 6-004-0000 PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 03/ 1 0/22 �QFORcon�COffin #4 REBAR WITHIN 7„ 7„ 16 16 CD/OSB 16 CD/OSB m TOP 6"OF WALL HORIZONTALS 2X6 STUDS @ 16" O.C. $" DIA. X 10 ANCHOR 2X6 STUDS @ 16" O.C. $" DIA. X 10 ANCHOR Sw�o� H VERTICALS-ALTERNATE BOLTS @ 48" O.C. 7' MIN. BOLTS @ 48' O.C. 7" MIN. COR �` HOOK DIRECTION EMBEDMENT INTO CONC. EMBEDMENT INTO CONC. "OFIELose� (2)#4 CONTINUOUS 4"CONC. SLAB #4 CONT.AT TOP #4 CONT. AT TOP HORIZONTALS IN FTG. OF STEM WALL OF STEM WALL z• , 4" CONC. SLAB HEIGHT'H' VERTICAL HORIZONTAL A 6"T IN. 6"TIN. GARAGE DOOR PER PLAN IN FEET REINFORCING REINFORCING OPTIONAL NOTCH FOR GARAGE DOOR 0'-2' #4 @ 4'O.C. QTY. (1)#4 WITHIN 6" /\ / \ \ /\ 4" CONCRETE SLAB OF TOP OF WALL \ \ \ \ DRIVEWAY SLAB J 2'-4' #4 @ 24"O.C. #4 @ 4" DIA. 4" DIA.24" O.C. � � z FOR VERTICAL AND HORIZONTAL REBAR / TIGHT LINE z FOR VERTICAL AND HORIZONTAL REBAR / TIGHT LINE z d a a a O z 1Q4'-6' #4 @ 12 O.C. #4 @ 12 O.C. REINFORCING, SEE FOUNDATION \ /� g REINFORCING, SEE FOUNDATION\ /� g ' ° U) ' 1Q FOOTING FOR 4'-6' FOUNDATION TO BE 24"WIDE REINFORCING TABLE ON THIS SHEET�\ \ REINFORCING TABLE ON THIS SHEET�\ \ X 8"THICK AND STEM WALL TO BE 8"WIDE. / / BLOCK OUT STEM WALL TO ALLOW \� 4" DIAMETER W 0 %r \ 6 \\ \ FOR GARAGE SLAB PASSOVER �j �j/TIGHT LINE Df FOUNDATIONREINFORCING / / #4 CONT. AT TOP OF STEM WALL \/ \ 4" DIAMETER / � PERFORATED \� \� SAME SIZE AND REBAR DRAIN PIPE SET (2)#4 CONT. / (2)#4 CONT. ��/ REINFORCEMENT AS ADJACENT j IN DRAIN ROCK REBAR 5" �74 DIA. P E R F REBAR 5" 6" 5" 4" DIA. PERF ' CN N 16" DRAIN PIPE SET 16" 01 DRAIN PIPE SET (2)#4 CONTINUOUS N BAS O // �j �j �j ��/ 04 IN DRAIN ROCK IN DRAIN ROCK O FOTING \ \\ \ \ QQ o , A FOUNDATION DETAIL B FOUNDATION DETAIL C FOUNDATION DETAIL `� z SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" GARAGE OPENING O I ; SCALE: 3/4" = V-0" rF > S1 � w W N 0 > (n SIMPSON ABU66Z OR SIMILAR POST m BASE ON SONO-TUBE FOUNDATION cl m J co 0 J PER DETAIL'D'SHEET S1 (TYP.) N W Q Q 13' 8" _ p w a W Q > Q TQ/ /2 COgyp/ �ry� u� I �. I ° •d • , . • . . ° •'I W O z LL U W LL W J �T --. r =- _� Q z Q = o a o U z • �• •• r •° r " 6X6 P.T. POST W U Q cn A .-1 4" CONC. SLAB OVER .. 1, •, S1 6-2 r f • COMPACTED GRANULAR FILL I 5'-9„ SIMPSON ABU66Z OR CBSQ66Z OR r ° PER DETAIL I SHEET S1 I CPT66Z POST BASE OR SIMILAR 25' �. OPTIONAL DECORATIVE BEVEL 9'-101.. o ————— --------- -- ^ — — — #3 REBAR HOOPS AT 12" O.C. 0) _ I _ \ 1 .� ,� .• - �. ;a A� I 12" SONO-TUBE SQUARE 2X STUD WALL PER PLAN SLAB Q� ' <• °• , ," , •• ° I I OR ROUND PER PLAN " • s .• 2X P.T. PLATE WITH ANCHOR .• .°' ' . � '° * . . I I 4��CONC. SLAB T I I.: °` '• ° . s. "4 . BOLTS @ 4 FT O.C. •� I I �� •• °• ° = ° .4 :A , , , A O (4)#4 VERTICAL HOOKS :' \ \ \ \ I - , , ,°• •• ti • :• • . I S1 m ww 4"CONC. SLAB OVER rA • - • ' •. • z (4)#4 REBAR EACH WAY 6 MIL VISQUEEN GRADE ? ° `. ° A. S1 I ••. .• , s I _ =1 II I II11=1I1=1I I •• SLAB ON•GRADE ° . \�///�///�///� I I : • • • . , , ; ' 4"CONC. SLAB W/6X6 WIRE MESH OVER 2" •," :• % I 10„ FOUNDATION PER 56 4'-3" 1 , RIGID INSULATION OVER 6 MIL POLY VAPOR p , , ; I �. 1 \� a 4 GRAVEL OR6., /. DETAIL'A' SHEET S1 3'-9" I " ,,• BARRIER OVER COMPACTED GRANULAR FILL • ' • ° ' UNDIST. SOIL (2)#4 CONT. 6" SAND BASE �\\� I: ° • •°• PER DETAIL T SHEET S1 ° I REBAR /�j�// (� 1° I s• • " . . " •.. • •• • • . • 4 ' . d . • • • •• ,° I'• I ,1�2'�I' 1611 • °• U) O H A 'A S1 • I^ • • .. , " SIMPSON ABU44Z OR SIMILAR ° S1 Si D SONO-TUBE DETAIL E THICKENED SLAB F PORCH W/ THICKENED SLAB Z .I" M 1 ••r . POST BASE ON FOUNDATION a, I • I •I• ,1 1 • , ' Y ° PER DETAIL'G'SHEET S1 (TYP.) . "J, I 0 LO 6X6 PT POST W/ABU66Z OR ,•�. -T—_—— •. r—— �-— SCALE: 3/4" = 1'-0" N Z CPT66Z POST BASE ON i ° °• I " ' " " ' " N Z_ � THICKENED SLAB EDGE L,_�• — y ° ,•• I N SCALE: 3/4 = 1 -0 TYPICAL SCALE: 3/4 = 1 -0 m O Z W .° 00 I I SIMPSON HDU2 OR STHD14 HOLD • I• °1 � 1 f• ' •° • • ° p U U F m I I DOWN PER DETAIL'W'SHEET S4 '.I • 1 • I . 'I' I'I, • °. ' •° . I • I Z 5- z W Q Z r (' a P A. L 4" CONC. SLAB OVER I - - - --- ---- —�°— ------ ----J°` I LIJ Q z a M W COMPACTED GRANULAR FILL C° ••• L W �w PER DETAIL 'I'SHEET S1 bN I — `- • —'. L - -""- - -•<= - I 7 Z W W Q ° • %14_ ,. °• f �:3 •7,°2, a I L w z W Z a •� • . ° •. .� f °, ,° . •. .° • I• I Z W Z Q C ° ' •�• . z' 00 1 • SLAB ON GRADE •S1.° a.� I z Uj Z a - w Ud N S1 1 •, r • ,; , ' •• 4" CONC. SLAB W/6X6 WIRE MESH OVER 6 MIL .• °. 4. •• •I •" I 1 POLY VAPOR BARRIER OVER COMPACTED •° • I W J Z J N W W W W -1 H 1 GRANULAR FILL PER DETAIL I SHEET S1 ° • o W J W LO p O_ Q I ,• I 1ST POUR 2ND POUR �,�„� •a. 1 • I ' SIMPSON STHD14 HOLD DOWN a A. •• • • • . .� • °• I I SLAB COMPOSED OF J U) N W B TWO SEPARATE POURS Q > m V J PER DETAIL'W'SHEET S4 • •. •' ," • • m m > U� CQ °• ••° . ., •° ° S1 4 C d d d d > Q W 11 Q ' G I I' SIMPSON HDU2 OR STHD14 HOLD , ,°•,• ••° M . ' ' , • .••°• •.I• I c d >> } O LLJ DOWN PER DETAIL'W:SHEETS4-- •L• T--_---A.`_�—j�,JA' I O O O O O O O O O O O /�'� > Q c Q O ON 7/16"CD/OSB -- - - - -- -- - - - -- - ————————————— —— — — 25' 5/8"DIA.X 10 ANCHOR UNDISTURBED NATIVE BOLTS @ 48"O.C. 7"MIN. SOIL OR COMPACTED COLD JOINT 2X6 STUDS @ 16"O.C. EMBEDMENT INTO CONC. FILL MATERIAL 4"COMPACTED rB #4 CONT.AT TOP SLAB TO BE POURED MONOLITHICALLY. GRANULAR FILL g SAW CUT OR USE GROOVER OF STEM WALL SAW CUT METHOD TO BE PERFORMED p F(Y4)D TOOL TO CREATE CONCRETE JOINT S1 ROOM 4" 4 TO 12 HOURS AFTER POUR. CONC.SLAB GARAGE 4"CONC.SLAB n d a LJ 4X4 D.F.2 POST ° a s d ° d d d d a Z OR (4)STUDS ° a ° O O O O O O O O O O O FOUNDATION & MAIN FLOOR SIMPSON ABU44Z OR CBSQ44Z OR CPT44Z POST BASE OR SIMILAR FOUNDATION Q SCALE: 1/4" = 1 ' - 0�� FOR VERTICAL REINFORCING,SEETAL // PER DETAIL'A' \ \ \ \ LL \ \ - SAW CUT OR LL FRAMING PLAN 4"CONC SLAB OVER FOUNDATION REINFORCING TABLE \/ / /\ oo UNDISTURBED NATIVE SOIL OR GROOVE JOINT 6 MIL VISQUEEN / // // COMPACTED FILL MATERIAL 4"COMPACTED 0/ CONCRETE SLAB NOTES: GRANULAR FILL O ° d / •EITHER OF THE ABOVE TWO JOINT OPTIONS ARE ADEQUATE 6° \\\\\ •SPACE JOINTS @ 12'O.C. MAX. EACH WAY O 1 O" d ° •TYPICAL SLAB 4"CONCRETE SLAB OVER 6 MIL POLY VAPOR BARRIER OVER 4"COMPACTED GRANULAR FILL J ' d \\/ UNDIST. SOIL SUB-GRADE PREPARATION: LL CV \ \ (2)#4 CONT. SPECIFICATIONS FIICATIONS FOR MORE INFORMATION)COMPACTED DSINRLI LIFTS OF ONE OR LESS 95%OF A MODIFIED Z N FOUNDATION DIMENSIONS:- REFER TO THE ARCH DRAWINGS PROVIDED FOR � �� \ 1 (4)#4 REBAR E.W. REBAR _ 00 DIMENSIONS.THE DIMENSIONS ON THIS SHEET FOR ANALYSIS AND REFERENCE 5" " 5" PROCTOR PER ASTM D1557.SOILS SHALL BE FIRM AND UNYIELDING.ALL ORGANIC AND DELETERIOUS MATERIAL Q 0) PURPOSES ONLY. BUILDER IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS 24" 16" BENEATH THE SLABS TO BE REMOVED AND REPLACED WITH 4"MINIMUM COMPACTED GRANULAR FILL TO 95% AND INFORMATION WITH THE OWNER PRIOR TO CONSTRUCTION.THE ENGINEER RELATIVE COMPACTION. Q OF RECORD IS NOT RESPONSIBLE FOR ACCURACY OF DIMENSIONS. J G THICKENED SLAB H FOUNDATION DETAIL I TYPICAL CONCRETE SLAB JOINTS 06 z Q SCALE: 3/4" = V-0" TYPICAL SCALE: 3/4" = V-0" AT GARAGE / ROOM SCALE: 1" = 1'-0" O � 0 Cn W oLu os w N O � Q m �"� Q OL 00 Q DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE S1 of 5 OR OSB FORcobECo 16" PLY SHEATHING STUDS PER PLAN STUDS PER PLAN STUDS PER PLAN p NG 1T Y O {�, CS 16, 30" LONG 16 PLY OR OSB 16" PLY OR OSB 16d NAILS @ 12" O.C. 16d NAILS @ 12" O.C. 16d NAILS @ 12" O.C. ay m @5' O.C. AND AT 3„ ALL CORNERS 4" SUB-FLOOR 4" SUB-FLOOR AT MIDDLE OF a SUB-FLOOR JOIST PER PLAN BOTTOM PLATE JOIST PER PLAN Sw oz EDGE NAIL PER ``gcoR � ��F�Lose� NOTE BELOW EDGE NAILPER NOTE STRIP OF OSB OR PLY BELOW SHEATHING OVER RIM SHEATHING f AND FASTENED TO SPLICE BOTTOM PLATE OF END OF FULL UPPER WALL AND TOP LENGTH EDGE NAIL PER PLATE OF LOWER WALL JOIST PER PLAN SHEATHING EDGE NAIL PER NOTE BELOW NOTE BELOW DOUBLE TOP PLATE 16 PLY OR OSB DOUBLE TOP PLATE 16" PLY OR OSB (n J 7" PLY OR OSB SHEATHING SHEATHING ENDS DOUBLE TOP PLATE z Q 16 AT MIDDLE OF 0 Z SHEATHING TOP PLATE � U A)SHEATHING JOINT TO BE LOCATED 2" OR MORE A4SHEATHING SPLICE IN MIDDLE OF W O FROM TOP OR BOTTOM EDGE OF RIM JOIST. BOTTOM AND TOP PLATE AS SHOWN OPTION A OPTION B OPTION C NOTES: (1) BOTH OF THE OPTIONS SHOWN ABOVE ARE STRUCTURALLY ACCEPTABLE. (2) IF THE FULL LENGTH SHEATHING EXTENDS OVER THE RIM (NO SHEATHING JOINTS EXISTS IN THE VICINITY OF RIM N JOIST, DOUBLE TOP PLATE, AND SOLE PLATE)THEN NEITHER OF THE TWO CONNECTION OPTIONS ARE REQUIRED. � N I I I EDGE NAILING: < CD I I I • NON-SHEARWALL (PRESCRIPTIVE/CONVENTIONAL) 8d NAILS @ 6" O.C. • SHEARWALLS, SEE SHEARWALL TABLE. in j TYPICAL FLOOR TO FLOOR CONNECTION Z 0 W , W > 6X6 P.T. POST CONTINUOUS TO 2X6 STUD WALL uJ ROOF FROM FDN. BEAM TO FLASHING REQ'D Lu N 6X10 P.T. HELD-UP OR HELD-DOWN HANG OFF W/SIMPSON HUCQ610 � (n A35 ANGLE TO FASTEN � � � HANGER(TYP.) TRUSS TO WALL BLOCKING Q } W m W 7 T W 0J K FLASHING REQUIRED N S W p 0 W 0 DECK SYSTEM: I S2 I O W Q Y � O � W un 3/4"DECKING (2)SIMPSON DTT2Z DECK 2X8 P.T.JOIST @ 16"O.C. 2X6 BLOCKING BETWEEN WALL STUDS O Z � U m m J CONNECT BEAM TO DBL TOP PLATE TENSION TIES PER I I I PER OWNER TO PROVIDE BACKING FOR TRUSS W WITH SIMPSON ML24Z AT BOTH ENDS DETAIL W SHEET S2 t„ " ATTACHMENT. FASTEN BLOCKING Q � Z Q 2 0 W 0 U Z PER DETAIL'O'SHEET S2(TYP.) 4 X 4 z SIDS SCREWS @ 16" O.C. MI 6X12 D.F.2 HDR DECK JOIST PER TO TIE PLATE TO RIM JOIST BETWEEN STUDS W/(3) 16d NAILS � W U Q (n .�MAX.2' BACK SPA 4X12 D.F.2 HDR 4 2'� PLAN BLOCK BETWEEN JOISTS 11 $"TJI 210'S OVER THE WALL AT THE CANTILEVER @ 16" O.C. PER DETAIL'N', SHEET S2(TYP.) I i FASTEN 2X8 PT LEDGER WITH (3) p SIMPSON DTT2Z W/s"X5" LAG SCREW DBL JOIST EXACTLY BELOW t =!:>�lj SIMPSON IUS1.81/11.88 I ROWS OF 1/4"X4-1/2"SIMPSON SIDS = INTO STUD. QTY. (2) PER PLAN HANGERS(TYP.) c� BLOCKING REQ'D BETWEEN MANUF. TRUSS 7 POINT LOAD ABOVE(TYP.) SCREWS @ 16"O.C. (OR EQUIV.)(TYP.) I —I I I 0 ? FIRST TWO JOIST BAYS TO @ 24" O.C. L� a0 z PROVIDE CONNECTION GALVANIZED HUS28/LUS28 HANGER _ p POINT FOR DTT2Z � N T I I I I I I I = I w FASTEN 2X PT LEDGER WITH (3) a S2 0 °�° ci ROWS OF 4"X 4" SIMPSON SIDS r = cD I o SCREWS (OR EQUIVALENT) @ 16" O.C. LUS210 HANGER o0 6/12 v II I I I '_ SLOPE I ATTACHED TO RIM JOIST WLU �S3 UPPER FLOOR SYSTEM: IIp wn �2 11-7/8"TJI 110 JOIST @ 16"O.C.WIT �4X8 D. zOCONNECT BEAM TO x 3/4"SUBFLOOR, GLUED&NILEDH DECK LE DGER DETAIL L TRUSS T WALL DETAIL 0 POST W/SIMPSON BC46 n SCALE: 3/4" = 1 -0" =OR SIMILAR(TYP.) N a SIMPSON LUS26 o SCALE: 3/4 = 1 -0� �m HANGERS(TYP.) 10 DID w a I I I I I BLOCKING co w w z o I I REQUIRED(TYP.) I I z M Q 0- w N I 3-1/2"X11-7/8"GLB HELD UP z co a@ B.W. 4 o w S2 FLASHING REQ'D V + �4X10 DF2 HDR OR 3 IUS9 8111 88 I I SONB W N a A35 ANGLE TO FASTEN 2X6 STUD WALL Z 4X8 D.F.2 I 1"X11 GLB HELD-UP (3)STUDS OR I I � „ H 3/4 SUBFLOOR, GLUED AND 0 2 $ HANGERS(TYP.) 4X4 DF2 POST TRUSS TO WALL BLOCKING NAILED WITH 8d AT 6" O.C. N LO Z 2X6 BLOCKING BETWEEN WALL STUDS DBL JOIST I I X 12d AT 6" O.C. N 2 Z DBL JOIST 4X8 D.F.2 HDR v MANUF. TRUSS FLOOR JOISTS 00 I — J TO PROVIDE BACKING FOR TRUSS 8d AT FLOOR JOISTS BEAM PER � rn O Z_ N W BEAM TO HANG OFF — @ 24" O.C. ATTACHMENT. FASTEN BLOCKING PER PLAN (� LA W WALL W/SIMPSON NAIL TO TOP AND 6" O.C. PER PLAN PLAN z O >Q a N Z HUC48 HANGER(TYP.) TRUSSES TO CONNECT BEAM TO DBL TOP PLATE 10d AT 6" O.C. (TYP.) BETWEEN STUDS W/(3) 16d NAILS BOTTOM FLANGE �/ U > U F cM WALL PER WITH SIMPSON ML24Z AT BOTH ENDS WITH 16d SINKER ui U - z W G Z DETAIL'L', S2 L PER DETAIL'O'SHEET S2(TYP.) W z U' Ill Cn W 2X BLOCKING Q ZCn S2 EXTERIOR WALL W O = III I I I I I I I SHEATHING EXTENDS IF I IF I z z W Q BARGE RAFTER CONNECT FLOOR JOIST SIZE & TO BOTTOM OF RIM — W J W Z a RooFSYsrEM: 2 MAX. 1-3/4 X11-7/8 SOLID BLOCKING Z Q � I I PRE ENGINEERED MONO. T WITH (2) 16d SINKERS (TYP.) DIRECTION PER PLAN — (D W J a a x TRUSSES @ 24"O.C.PER MANUF. CANT. AT BEARING (TYP.) Z W (� 2 Q S3 z (D Lum Z U � � (D N a I N a BEAM PER PLAN z I SIMPSON H1 CLIP OR (2) SDWC15600 W Z W } °� Q Z I ° SCREWS @ EACH TRUSS PLATE LUS26Z HANGER EXTERIOR BEARING SIMPSON A35Z ANGLE } } W W V) J 1 I WALL PER PLAN AT EACH BLOCK W W W Z J N GARAGE HDR TO BEAR ON � I I I--I 8d NAILS @ 6" O.C. ATTACHED TO BEAM Q Q � 0) Q Q U Q W J � � MIN. (2)TRIMMER(2)KING I I I I I I I I I I I I STUDS AT BOTH ENDS M TRUSS TO WALL DETAIL N CANTILEVER FRAMING DETAIL o m 00 3: L W a SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1'-0" } CD p w AT UPPER FLOOR oo o o a W R S3 IF BEAM IS ALONG EXTERIOR WALL, IF BEAM IS ALONG EXTERIOR WALL, END NAIL W/ (6) 16d NAILS THRU RIM BEAM END NAIL W/ (6) 16d NAILS THRU RIM BEAM z INTO BEAM; IF ON INTERMEDIATE WALL INTO BEAM; IF ON INTERMEDIATE WALL _ UPPER FLOOR & LOWER ROOF LINE, BLOCK IS BOTH SIDES BETWEEN (R 16d TOE NAILS LINE, BLOCK IS BOTH SIDES BETWEEN (4) 16d TOE-NAILS ADJACENT JOISTS AND TOE NAIL W/(4) FROM BOTH SIDES ADJACENT JOISTS AND TOE NAIL W/(4) FROM BOTH SIDES Q 16d NAILS FROM EACH BLOCK 3/4"SUBFLOOR 16d NAILS FROM EACH BLOCK 3/4"SUBFLOOR SCALE: 1/4" = 1 ' - o" FRAMING PLAN JOIST SIZE& JOIST SIZE& DIRECTION DIRECTION PER PLAN PER PLAN RIM BOARD OR DOUBLE TOP DOUBLE TOP BLOCKING PER O PLATE PLATE USE CASE O RIM BOARD OR BLOCKING PER VSIMPSON ML23Z OR USE CASE ML24Z OR ML26Z W r (3)STUDS OR (3)STUDS OR ANGLE PER PLAN N 4X6 POST MIN. 4X6 POST MIN. BEARING BEARING O 00 J STUDS —OR STUDS p6 U) Q PER PLAN � J ALTERNATIVE TO GLB: GLUED-LAMINATED BEAMS(GLB)ARE CALLED OUT PER PLAN ON THE DRAWINGS, BUT IT IS ACCEPTABLE TO USE ANY ENGINEERED O - C WOOD PRODUCT THAT HAS MINIMUM MODULUS OF ELASTICITY E=2.OX106 O IQ vJ w PSI, FOR INSTANCE LVL, LSL, PSL, ... OR EQUIVALENT PER OWNER SO J W Q 2 LONG AS IT MEETS THE MINIMUM SIZE LISTED U— Q [)e 06 I j N O BEAM HELD UP BEAM HELD UP � zz m Q O TYPICAL HELD UP BEAM CONN . D � °m Q SCALE: 3/4" = 1'-0" DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE S2 of 5 QFOgCOD�CO w�� 1 v Y O °t a m CONNECT CDX PLY TO TOP FLASHING REQUIRED � 4r OR ° CHORD WITH 10d @ 6" O.C. 1/2 CDX CONNECTED 10d AT 6"O.C. (TYP.) WITH 10d NAILS AT 6" 2X BLOCKING 10d AT 6" O.C. (TYP.) O.C. ALONG EDGES, 2X BLOCKING 12" O.C. IN THE FIELD BARGE RAFTER CONNECT WITH (2) 16d TRUSS SINKERS(TYP.) BARGE RAFTER CONNECT TOP CHORD OF U J CONNECT WITH (2) 16d TRUSS SIMPSON H1, H2.5 OR(2)SDWC15600 z Q SINKERS (TYP.) END TRUSS TO WALL SCREWS(TYP.AT EVERY TRUSS) EN DOUBLE TOP PLATE O Z_ SIMPSON H1, H2.5 OR(2)SDWC15600 WITH (1) 1/4"X4-1/2" TRUSS PER PLAN (D I I I TOP OF FULL LENGTH SCREWS (TYP. AT EVERY TRUSS) BEAM PER PLAN SIMPSON SIDS SCREWS D SHEATHING LLI 0 16" O.C. INTO EACH STUD � CONNECT BEAM TO POST EN = EDGE NAILING, 8d NAILS @ 6"O.C. W/SIMPSON BC460R p TYPICAL BEAM TO ROOF Q END TRUSS TO WALL T(:R YPICAL WALL TO ROOF SIMILAR(TYP.) N CD 6/12 6/12 P N SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1'-0" Q C — SLOPE SLOPE _ S3 CONNECTION TYPICAL CONNECTION o o \ MIN. (3)STUDS FROM p ROOF SYSTEM: 0 L0 GIRDER TRUSS BOTTOM X I PRE ENGINEERED TRUSSES I X TO HEADER TOP(TYP.) @ 24"O.C.PER MANUF. BEAM TO HANG OFF z S3 WALL W/SIMPSON I I I 6X10 D.F.2 HDR 6X1 HUC48 HANGER(TYP.) D.F.2 HDR Lu — — W _ _ N I I III I (OVER I > } UF AMING � m } } 00 c _ x W m J O J N TRUSSES TO HANG OFF � � � N GIRDER TRUSS PER Q0 _ O W a 0 W 0 w o Z U CO 0 CO TRUSS MANUF.(TYP.) I N W Q Le � 0 0 LINE OF I I I I I Lu ROOF BELOW I I I I I I I I� _ 0 u z = a U z Q SLOPE SLOPE 2X4 BLOCKING 24 MIN. 24 MAX. 2X6 @ 24"O.C. W CU Q n NOTE: REFER TO TRUSS ENGINEERING TO DETERMINE WHICH MEMBERS REQUIRE BRACING ROOF SHEATHING :, p NOTCH TRUSS FOR [8d NAILS @ OUTLOOKERS LAID FLAT _ _ _ _ N TRUSSES @ 24"O.C. (4) 12d NAILS I I I I � I I = OUTLOOKER 6"O.C. ROOF SYSTEM: I x I I PRE ENGINEERED I o TRUSSES @ 24"O.C. 2X BARGE NAIL TO TRUSSES @ 24" 0 \ v EACH OUTILOOKER _ _ I O.C.PER MANUF. I I 2X4 LATERAL BRACE WITH (2) 16d NAILS � R I I I rR WITH (2) 10d NAILS 2X4 BRACE WITH 10d (2)12d NAILS (2)16d NAILS N � I PER WEB(TYP.) GABLE END TO BE SHEATHED WITH Q� S3 I S3 NAILS @ 6"O.C. (TYP.) (2) 12d NAILS 7/16"OSB OR 15/32"PLY UP TO BOTTOM I O 2X4 DIAGONAL BRACE L_C 5 — — o OF OUTLOOKER. END NAIL 8d @ 6"O.C. I �T —F_T T� I—T_ t I I = REQUIRED AT EACH END OF TRUSS I I I I I I II I I I Q BRACE AND 10 FT INTERVALS BRACED WEB TRUSS MIN. (3)STUDS FROM `v y I I I I I II I GIRDER TRUSS BOTTOM X TO HEADER TOP(TYP.) I I I I I I I 2X4 BRACING DIAGONAL (2)12d NAILS BRACING AT 8'O.C. L 1 —I— _L—L— — — NL—— (4) 12d NAILS 6X10 D.F.2 H11 R 6 2X4 BLOCKING END NAIL 8d @ 8"O.C. 6 NOTE: BRACE MUST BE A MINIMUM OF 80%THE LENGTH OF SIMPSON A23 @ 32"O.C. © POSITIVE CONNECTION REQ'D,A35 ANGLE OR BLOCKING THE WEB.THIS DETAIL IS TO BE USED AS AN ALTERNATIVE 2X6 STUD WALL y CONNECT GIRDER TRUSS TOJ\— FOR ONE CONTINUOUS LATERAL BRACE AS SHOWN ABOVE. (� WALL WITH SIMPSON LGT OR T SDWC15600 SCREWS PER DETAIL'U'SHEET S3(TYP.) s3 PERMANENT TRUSS BRACING PERMANENT TRUSS BRACING (ALTERNATIVES O NOTE: GABLE END TRUSS TOP CHORD TO BE NOTCHED WITH 5-1/2"X1.5" CUT @ 24" O.C. FOR 2X6 D.F. OUTLOOKERS LAID FLAT V V S TRUSS BRACING DETAIL T OUTLOOKER FRAMING DETAIL 0) SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" N 2 z i TYPICAL CAL NOTCHED END TRUSS ( m 0 Z � w Zo z F- M - LINE OF U — W G Z ROOF BELOW LU Z Q 0 a M W Z `. LU z cq of W H J Lu W m Q -j w z z z � Z (D LL 00 z L) W UPPER ROOF FRAMING PLAN w w a � } cacn z oUJJ r SCALE: 1/4" = 1 ' - 01' UJ LO0 a (2) GIRDER TIEDOWN OPTIONS: J Q Q U) U-) � L) Q IT IS ACCEPTABLE TO USE EITHER LGT TIEDOWN m m 3: c,0N -n w Q OR SDWC SCREWS AT GIRDER TRUSS LOCATIONS. Q } o; O W - HEADERS OR BEAMS GIRDER TRUSS PER >� p .�p u. a O TRUSS MANUFACTURER > Q � 1-0Q 0 - APPROX. LOCATION GIRDER TRUSS PER TRUSS MANUFACTURER OF GIRDER TRUSS GIRDER FASTENERS PER TABLE BELOW - BEARING WALL (B.W.) o 0 0 o GIRDER TIEDOWNS CAN BE INSTALLED ON THE o 0 0 0 ® - 2X STUDS IN WALL ® oo OUTSIDE OF WALL(OPPOSITE SHOWN HERE)IF GIRDER TRUSS WITH o 0 0 00 (1) 0 0 0 0 o SDWC15600 CONNECT DOUBLE TOP PLATE TO THE ROOF OVERHANG IS AT LEAST 3-1/2 o 0 0 0 0 0 o " (PER PLAN) ® �! o o SCREW FOR EACH PLY OF GIRDER TRUSS (n ® ` J 0 0 o° ° DOUBLE TOP PLATE(TYP.) DOUBLE TOP PLATE(TYP.) Q T ROOF NOTES: o LLI • TRUSS LAYOUT TO BE PROVIDED BY TRUSS MANUFACTURER. CONTACT ENGINEER OF RECORD IF THERE ARE ANY ° o ° 0 MAJOR DEVIATIONS OF GIRDER TRUSS G.T. LOCATIONS FROM THIS PLAN 8' G.T. SETBACK ASSUMED . o 0 o SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONNECT STUDS TO DOUBLE TOP ( ) ( ) 0 0 0 (TYPICAL FOR 3-PLY GIRDER TRUSS) PLATE WITH (1)SDWC15600 SCREW 06 • ALL LOAD BEARING HEADERS TO BE 4X10 D.F.2 WITH (2) STUDS UNLESS NOTED OTHERWISE. 0 0 0 FOR EACH PLY OF GIRDER TRUSS • HEADERS AT GIRDER TRUSS BEARING LOCATIONS TO BE 6X10 D.F.1 WITH (3) STUDS UNLESS NOTED OTHERWISE. 0 0 Q • H1 OR H2.5 HURRICANE TIES REQUIRED AT EACH TRUSS/RAFTERS. 0 0 0 AT A MINIMUM, MATCH#OF STUDS WITH #OF GIRDER TRUSS PLIES. STUDS MUST AT A MINIMUM, MATCH#OF STUDS WITH • INTERIOR BEARING IS NOT PERMISSIBLE UNLESS THE WALL IS SPECIFICALLY DESIGNATED AS A BEARING WALL (B.W.) BE CENTERED BENEATH GIRDER O #OF GIRDER TRUSS PLIES. STUDS MUST BE CENTERED BENEATH GIRDER STUD FASTENERS PER TABLE BELOW � r NOTE: THE DETAIL ABOVE DEPICTS A GIRDER TRUSS WITH (3) PLIES. NOTE: THE DETAIL ABOVE DEPICTS A GIRDER TRUSS WITH (3) PLIES. z N CONSTRUCT SIMILARLY FOR (2)AND (4) PLY GIRDER TRUSSES WITH CONSTRUCT SIMILARLY FOR (2)AND (4) PLY GIRDER TRUSSES WITH 00 TIEDOWNS & FASTENERS PER LGT GIRDER TIEDOWN TABLE BELOW FASTENERS PER SDWC GIRDER TIEDOWN TABLE BELOW Q LGT GIRDER TIEDOWN TABLE SDWC GIRDER TIEDOWN TABLE (#) PLIES TIEDOWN MODEL# STUD FASTENERS GIRDER FASTENERS (#) PLIES STUD-TOP PLATE FASTENERS GIRDER-TOP PLATE FASTENERS (2) LGT2 (14) 16d SINKERS (16) 16d SINKERS (2) (2) SDWC15600 (2) SDWC15600 LL (n (3) LGT3-SDS2.5 (26) 16d SINKERS (12) 1/4"X2-1/2" SDS (3) (3) SDWC15600 (3) SDWC15600 0 0 ui (4) LGT4-SDS3 (30) 16d SINKERS (16) 1/4 X3 SDS (4) (4) SDWC15600 (4) SDWC15600 0 Q U LGT GIRDER TRUSS TIEDOWN U SDWC GIRDER TRUSS TIEDOWN � m � Q SCALE: N.T.S. AT BEARING WALL SCALE: N.T.S. AT BEARING WALL m Q DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE S3 of 5 QFOgCOD�CO w�� 1 v Y O °t a m 4COR�� "OFIELD SHEAR WALL TABLE PW PW PW SHEATHING ON EDGE NAILING / MIN. THICKNESS LATERAL RESISTANCE (PLF) PANEL EDGES BLOCKED OF EDGE PW WALL SHEATHING ONE OR BOTH OR UNBLOCKED NAIL SIZE FIELD NAILING LOAD TRANSFER MEMBERS & SILL SIDES OF WALL © DISTANCE (MAX) PW I I PLATE WIND SEISMIC I I PW �6 PLYB OR lV32 ONE UNBLOCKED 8d 6" / 12" O.C. NO 2X (NOMINAL) 300 240 z Q SW4 %6" OSB OR 15�32" ONE BLOCKED 8d 3" / 12" O.C. YES 2X (NOMINAL) 685 490 Z I I I PLY 1 � C_0 I I I L1 �„ #6 TYPE S OR W > � GW3 2 GWB BOTH BLOCKED 1-1/4" SCREWS 4 / 16 O.C. NO 2X (NOMINAL) 300 300 Lu O PW 1T PLY = CDX, C-C, OR C-D PLYWOOD. OSB OF SIMILAR THICKNESS AND SPAN RATING MAY BE SUBSTITUTED FOR PLYWOOD. (2 NAILS SHALL BE COMMON OR GALVANIZED BOX, UNLESS NOTED OTHERWISE. r 03 N FOR WALLS DESIGNED TO HAVE LOADS TRANSFERED AROUND THE WINDOW OPENINGS, DOUBLE STUDS MUST BE PLACED ON EITHER SIDE OF EACH WINDOW I F -1 WITH EDGE NAILING ALONG BOTH STUDS. w CNI o ® NO HOLD-DOWNS ARE REQUIRED FOR THIS SHEARWALL Q N I o o L — J NOTES: I C - PW (1)AS AN ALTERNATIVE TO THE SSTB20 HOLD-DOWN ANCHOR BOLTS, USE$" ALL-THREAD/THREADED ROD A-307 WITH A MINIMUM EMBED I I OF 10 . USE SIMPSON EPDXY-TIE BOLT SYSTEM WITH SET HIGH STRENGTH EPDXY. CONCRETE MUST BE AT LEAST 7 DAYS OLD. zz (2) UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PW (PRESCRIPTIVE WALL). _ F 1 � _u (3)ALL CONNECTIONS NOT SHOWN ABOVE, SHALL CONFORM TO IBC TABLE 2304.10.1. I I I PW il l l l l l l l l II w I I I I I I I I I II > ( I I I I I I I I I II I I I PW N w 0 > co co [PW] PW 0 m Lu m bi o w a 00 LU wQ > Q N w Q Yc� O � w (n CD U m m H LLI UP TO Q zQ = o a o Uz UPPER FLOOR SHEAR HDU2 / HDU8 o w 0 Q SCALE: 1/4" = 1 ' - 0" OKAY TO USE SIMPSON CNW WALL PLAN COUPLER TO EXTEND ROD. (2) HOLD DOWN OPTIONS: IT IS ACCEPTABLE TO USE EITHER HDU2 OR STHD14 HOLD DOWN AT CONCRETE SLAB LOCATIONS. ° p p 3" MIN WOOD a GALVANIZED THREADED ROD MIN 16" p p THICKNESS EMBEDMENT DEPTH INTO STEM WALL. O o HDU2: 05/8"THREADED ROD p � HDU8: 07/8"THREADED ROD � � FASTEN TO POST WITH (6) FASTEN TO POST WITH 1/4"X2-1/2" SDS SCREWS p p (22) 16d SINKERS v a v p O 3" MIN WOOD THICKNESS p p STRAP TO BE INSTALLED ON ° v a p p (2)3"WASHER AND NUT ON BOTTOM p p OUTSIDE OF SHEATHING 7 OF THREADED ROD.AS SHOWN. P.T. SILL PLATE p p o p (NOT SHOWN FOR CLARITY) ° R � PW v p PW O p v f 2X6 P.T. SILL (� a oo ° I A. v I SIMPSON SSTB20 ° a I OR 5/8" ROD PER --�'� D) O ° D DETAIL LEFT �'' ;' ° FOUNDATION = U REINFORCING (3 PW 11 11 I / PER PLAN 0 z 5/8 OR 7/8 ROD ALTERNATIVE a - � ,n Z SCALE: N.T.S. TO SSTB20 4 a com O z ° z N w U LO w PW HDU2 HOLD DOWN DETAIL THD14 H LD DOWN DETAIL zZ ~ M Z PW W W S O O 0, z WIZ SCALE: N.T.S. CONCRETE SLAB / WALL SCALE: N.T.S. W (D z cn C>. CONCRETE SLAB WALL w z W H J z w m Q w z Qaa D z w O = Q � Z wm z vac W z tl � w °6az } >- w J Z J ~ w � � L � OQ � Q PU 1—i— TT-1 rl— rT7-11� J < Lr) m W J SIMPSON HDU2 OR D HOLD I I I I I I I PW DOWN PESW4 R DETAIL'W'SHEETS4 III I I I III t I t I tt I t I t I tl Q } W j ANCHOR BOLTS > > (D Q O 1. ft�5/8"X10"LONG @ 48"O.C. MAX. 0 c 0 W IL O 2. MIN.2 PER SILL. GW3 GW3 1-3/4" 3.WITHIN 12" FROM SILL END. SHEAR WALL LEGEND MIN. PER SHEAR WALL TABLE, ON THIS SHEET SHEARWALLS ARE PW, PRESCRIPTIVE SHEAR () PW WALL, UNLESS NOTED OTHERWISE. 7/16" OSB OR ® J = 15/32" PLY ON ONE SIDE OF WALL, UNBLOCKED, Q 0 8d NAILS AT 6" O.C. ALONG EDGES, 12" O.C. IN REQUIRED AT PERDETAIL'W'SHEET S4 SIMPSON STHD14 HOLD DOWN THE FIELD. HOLD DOWNS ARE NOT REQUIRED. ALL LOCATIONS w PER Q SIMPSON HDU2 OR STHD14 HOLD SHEARWALL 4 PER SHEARWALL TABLE, ON THIS SHEET. DOWN PER DETAIL'W'SHEET S4 SW4 7/16" OSB OR 15/32" PLY ON ONE SIDE OF WALL, SW4 BLOCKED, 8D NAILS AT 3" O.C. ALONG EDGES, 12" O.C. IN (n PW THE FIELD. HOLD DOWNS ARE REQUIRED. Z \ GW3 _ ANCHOR BOLTS o — GW3 WALLS W/1/2 GWB SHEATHING ON BOTH SIDES TO SILL PLATE 0 N MAIN FLOOR SHEAR JCID 0 SCALE: 1/4" = 1 ' - 0" z:WALL PLAN- u J o cn w wT_ N O w00 0 Q c= T_ m Q DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE S4 of 5 RTA N DARD STRUCTURAL SPECIFICATIONS - 2018 IRC WOOD FRAMING ABBREVIATIONS (Used throughout structural drawings) �O4og CODE C,,0 (E) Existing C.S. Clear Span INT. Interior STD Standard Default Wood Types: Unless noted otherwise, the material for a structural member is as shown: (N) New DBL Double MAX Maximum STR'L Structural ICTION FOUNDATION �. •Structural Specifications are guidelines and structural requirements for construction of typical Beams, Posts, & Sawn Joists............. Douglas Fir#2 (D.F.2) A.B. Anchor Bolt EA. Each MANUF. Manufacturer S.S. Select Structural Studs & Plates ................................... Hem/Fir H.F. or Douglas Fir D.F. :tures. The intent of this document is to provide general structural requirements for the project. • Design Soil Bearing Pressure = 1,500 psf ( ) 9 ( ) ARCH Architectural ELEV. Elevation MIN Minimum T.O. Top Of �G CpR °� p q p • Frost Zone Depth = 18 inches : Blocking ............................................. Any solid 2X or rim joist material BLDG Building a� R ,tor, and other parties Involved are required to read this document and are responsible for g EXT. Exterior N/A Not Applicable TJI Trus Joist, I Series �TOFtet.t>>�Se uirements specified within. Contact the engineer of record with any questions or concerns. Rim Joists .......................................... Douglas Fir#2 (D.F.2)for solid sawn, manufactured rim for I-joists BLKG Blocking FDN Foundation O.C. On Center TPL Triple • Unless noted otherwise, concrete is designed with 2,500 psi strength and does not require special inspection. • Glued-Laminated (dry-use) ................ D.F. 24F-V4 (GLB) BM Beam FTG Footing Opp. Opposite TYP. Typical DESIGN CRITERIA The specified concrete strength (3,000 psi) is greater than design strength (2,500 psi) • Exposed Structural Members ............ Pressure Treated (P.T.) BTM Bottom GALV. Galvanized PLY Plywood U.N.O. unless Noted otherwise DESIGN PARAMETER VALUE SOURCE Code: Cast-in-place concrete sizing, placing, and testing shall conform to ACI 318-19 and ACI 301-16 • Glued-Laminated (wet-use) """"""' ' Treat with Hi-Clear II by Permapost Products Co. in Hillsboro, OR C C Channel (Steel) GA. Gauge P.T. Pressure Treated V.B. Vapor Barrier J Geotechnical Report: Bradley Engineering strongly recommends that a geotechnical report be performed by a Moisture Content: The max moisture content shall be 19% at the time of installation of connectors, nails, and Q Seismic Design Category 'D1' IBC 1613 qualified geotechnical engineer for all land based construction projects. If this information is not supplied, footings are bolts for framing members. CL Center Line HDR Header REINF. Reinforced VERT. Vertical WRisk Category fill IBC Table 1604.5 designed for 1,500 psf soil bearing pressure. Pressure Treated Lumber: All members in contact with earth/concrete or exposed to the elements shall be CMU Conc.Masonry Unit HORIZ. Horizontal REQ'D Required W/ With I— Wind Exposure Category 'B' IBC 1609.4.3 ! pressure treated or preservative treated P.T. . Colorless end sealer shall be applied immediate) to the ends of Z J p 9 Y Earthwork: Call before you dig Call 811 . Locate and protect underground conduit, plumbing, and utilities where work p p ( ) pp Y CONC. Concrete HSS Hollow Structural Section SIM. Similar W/O Without O Z Q Basic Wind Speed (3-second gust) 110 MPH IBC Figure 1609.3(1) is performed. Footings shall bear on undisturbed native soils and/or structural fill compacted in lifts of one foot or less members after fabrication and field trimming. Glulam beams (GLB's)which are exposed to the elements shall be CONT. Continuous INSUL. Insulation SPECS Specifications WF Wide Flange (Steel) U J to 95% of a modified proctor per ASTM D1557. Soils shall be firm and unyielding. All organic and deleterious material treated with Hi-Clear II by Permapost Products Co located in Hillsboro, OR. (D Design Wind Load 16.00 PSF ASCE 7-16 28.6-1 beneath the footings, foundations, and slabs to be removed and replaced with 4" min. compacted granular fill to 95% Blocking: Provide 2X or engineered lumber full depth solid blocking between joists and rafters at beam and W 0 O LOAD SOURCE LIVE LOAD DEAD LOAD relative compaction. bearing wall locations. Blocking is required at all bearing locations. Trusses, structural composite lumber, ROOFS Roofs 20 psf 15 psf Structural Fill: Structural fill consists of clean, well-graded sandy gravel, gravelly sand, or other approved naturally glued-laminated members, and I-joists shall be supported laterally as required by the manufacturer's J — recommendations. Manufactured Trusses: Unless stick framing is specified on structural drawings, wood trusses are to be Q Floors 40 psf 12 psf occurring granular material (e.g. pit run)with at least 30 percent retained on the No. 4 sieve, or a well-graded crushed p p engineered by a truss manufacturer. If truss layout is not provided by truss manufacturer, the engineer assumes rock. In wet weather conditions, fill should have less than 5% fines. Soils with an over-optimum moisture content Bearing: For beams bearing on perpendicular walls or columns, Use a minimum 2-1/2 bearing length unless Decks & Balconies 60 psf 10 psf should be scarified (i.e. turn over the soil)and dried during periods of dry weather or replaced with drier structural fill. noted otherwise. Use enough studs to match or exceed beam width unless noted otherwise. that trusses all bear on exterior walls and do not bear on interior walls. Trusses and truss connections/hard-ware Ground Snow Load 25 psf - to be in accordance with truss manufacturer's requirements. Do not modify or cut trusses without approval of N p Headers: Unless noted otherwise, headers to be 4x10 D.F.2, (2) 2x10 D.F.2 or 6x8 D.F.1 Lu o Surface Drainage: Finished grades are to be at least 6" below top of stem wall. Lots shall be graded to drain surface truss manufacturer. , W Roof Snow Load 25 psf - water away from foundation walls. The grade shall fall a minimum of 6 inches within 10 feet. If 6 inches of fall is not Glued Laminated Members: Glulam beams (GLB) shall be Douglas Fir-Larch, 24F-V4, dry use only Q o > Exterior Wall - 12 psf possible, grade shall be sloped min 2 percent away from the building. Engineered Lumber: Engineered lumber offers certain structural advantages over conventional sawn lumber. All Girder Trusses: Truss manufacturer to be responsible for placement of girder trusses. Install girder truss LGT tie p engineered lumber must be APA approved. Install per the aforementioned codes and relevant manufacturer's down or SDWC15600 screws to secure girder trusses as detailed on structural drawings. Number of studs LO Interior Wall - 10 psf g pp Footings: All footings shall conform to accompanying structural details. Specified footing dimensions are minimums supporting girder truss to match plies of girder (e.g. 3-ply girder truss to bear on minimum 3 studs). Interior Partition - 8 psf unless noted otherwise. Bottom of footings to be below frost zone (18"). installation guides for each type: • Wood I-Joists: Used extensively in floor and roof framing (Trus Joist TJI's typically specified) Lateral Bracing: Contractor to install lateral bracing in roof as specified by truss manufacturer. Z Minimum uniform live loads come from 2018 IRC Table R301.5 Footing Drains: Providing adequate drainage to retaining and basement walls is imperative. Footing drains shall be . Laminated Veneer Lumber(LVL): Minimum modulus of elasticity E = 2.0x1016 psi Over-framing: Unless noted otherwise over-framing to be 2X6 @ 24" O.C. Overframing to be bear directly on U) provided at the base of all footings and retaining walls which will have earth placed against them. Washed drain rock Df must extend to within one foot of finished grade. Footing drains shall be 4" perforated pipe routed down gradient to Parallel Strand Lumber (PSL): Minimum modulus of elasticity E = 2.Ox10^6 psi top of truss below. See rafter span chart below for max spans. Manufactured truss overframing is acceptable. uJ DEFLECTION LIMITS daylight, unless otherwise specified. Laminated Strand Lumber(LSL): Minimum modulus of elasticity E = 2.0x10^6 psi Access: Attic access shall be provided per R807.1. The rough framed opening size shall not be less than > STRUCTURAL MEMBER LIVE+DEAD LVL Option to GLB and PSL's: Multi-ply LVL beams may be used in lieu of PSL or GLB, provided that they are 22"X30" and shall be located in a hallway or other readily accessible location. 0Y W Concrete: Mix and 28 day strength unless noted otherwise: installed according to International Beams' Technical Bulletin TB-LVL-2 w IV p Roof (with flexible ceiling) L/240 Concrete compressive strength, f'c= 3,000 psi (f'c shall be evaluated at 28 days or 56 days for fly ash/slag) • Multi-ply LVL's shall be fastened together with min 3 rows 1/4" self-tapping screws 18" O.C. 1.5" Headers: Bearing wall headers to be 4X10 or 6X8 D.F.2 min (double 2x10 or triple 2x8 OK). > U) pY g ( ) pp� g @ m Roof (with brittle ceiling) L/360 • Concrete exposed to weather shall have air entrainment of 6% (+/-1.5%) minimum embedment required in all members. m J m J Rafter with slopes rester than 3:12 without ceiling L/180 Maximum water/cement ratio = 0.50 (3) rows of 1/2" diameter through bolts @ 24" O.C. with 1/2"washers on each side is acceptable. Lu N Lu a _ p p g g FRAMING CONNECTORS • 25% max fly ash... 50% max slag • The width and height of the multi-ply LVL beam must be equal or greater than the corresponding o Lu a Q Q Floor Members L/360 dimensions called out for the respective GLB or PSL beam. Manufacturer: Simpson Strong-Tie Tie construction connectors are specified, however, an national) recognized N Lu Q w � > � U! Lifts: Concrete lifts shall be poured within 60 minutes of the previous lift p p g p Y y g o Z_ U m m J Horizontal Deflection with flexible finish L/360 Solid Sawn Lumber Option to I-Joists: Solid sawn lumber may be preferred over 1-joists due to cost or other brand (e.g. Silver, KC, etc) may be used provided that they are equivalent in their ability to carry all applied loads LLI w ( ) Temperature: Pour concrete at temperatures of 40 degrees and above. � in O Q p a p Q Z reasons. The following solid sawn lumber options may be used in lieu of engineering I-Joists (e.g. TJIs) without in all orientations. p w U Q cU All other structural members L/240 Reinforced Concrete: Place all reinforcing per plans, details, and applicable code requirements. Lap all continuous approval from the engineer of record. Maintain original spacing (e.g. 12", 16", or 24" O.C.) bars 48 X bar diameter minimum. For a typical continuous #4 bar (diameter = 0.5") the rebar lap is equal to 48 X 0.5" Installation: All prefabricated items shall be installed in strict accordance with the manufacturer's The above maximum deflection limits are required by 2018 IRC Table R301.7 „ • 2x10 D.F.2's may be used in lieu of 9.5" TJI 210's recommendations and requirements (locations, exposure, end and edge distances, fasteners, etc.). = 24 minimum. Reinforcing bars, bolts, anchors, etc shall be securely tied in position prior to concrete placement. Higher limits (less deflection) may be used at the engineer's discretion. Reinforcing steel shall be free of rust and coatings. 2x12 D.F.2's may be used in lieu of 11-7/8" TJI 210's Wood Structural Panels: American Plywood Association (APA) rated sheathing is required for all wood structural Simpson Connectors: Unless noted otherwise on the structural drawings and details, the following Simpson REFERENCE CODES & STANDARDS Anchor Bolts: Provide 5/8" diameter x 10" long wet-set or expansion anchor bolts @ 4' O.C. and within 6-12" of Strong-Tie construction connectors shall be used: corners with 3"x3"x0.229" square washers. 7" minimum anchor bolt embedment required. panels. Unless noted otherwise, the wood panel for each situation is: � • International Residential Code, IRC 2018 Adhesive Anchors: Unless noted otherwise, epoxy anchors in concrete with Simpson SET-XP or Hilti HIT-HY 200-R or • Roof Sheathing: 1/2" CDX (plywood with moisture resistant glue - highly recommended), CD (plywood), or Post Caps: CBTZ, PCZ/EPCZ, BC/BCS, CC, CCQ, ECC, ECCQ \C • Washington State Building Code, SBC 2018 equivalent epoxy, installed per manufacturer's guidelines. For extreme temperature applications, when long-term 7/16" OSB (oriented strand board), with ply clips or T&G (tongue and groove). Nail with 10d nails at 6" O.C. • Post Bases: CPTZ, CBSQ, PB/PBS, ABA/ABU/ABW Q, • National Design Specification for Wood Construction, NDS 2018 along edges, 12" O.C. in the field, no blocking required temperature exceeds 110°F or is less than 0°F, use Simpson Set-3G. g g g q • Joist Hangers: LUS/LU/U/HU/HUC, JB, HUTF/HUSTF (top-flange) C : 7/16" OSB or 15/32" CD Exterior Wall Sheathing ply, 8d nails at 6" O.C. along edges, 12" O.C. • Wood Frame Construction Manual, WFCM 2018 Waterproofing: Waterproof all basement walls and slabs on grade. It is highly recommended to use asphalt • Prescriptive • I-Joist Hangers: IUS/MIU, ITS/MIT/HIT (top-flange) waterproofing sealer or Eucon Vandex AM-10 crystalline admixture. These waterproofing agents shall be installed per in the field, no blocking required. All exterior walls to be sheathed per prescriptive requirements noted • Building Code Requirements for Structural Concrete, ACI 318-19, above unl ess explicitly noted as a shearwall • Beam Hangers: HU/HUC/HUCQ/HGUS, LEG/MEG/EG (top-flange) the manufacturers recommendations. At cold-joints, water-stops are highly recommended. p y • Minimum Design Loads for Buildings And Other Structures, ASCE 7-16 • Prescriptive Interior Wall Sheathing: 1/2" Drywall (Gypsum Wall Board - GWB), screwed with 1-1/4" Type W • Rafter Hangers: LSU/LSSR/LSSJ, LRUZ • Steel Construction Manual, 15th Edition, AISC 2015 or S screws at 7" O.C. along edges, 7" O.C. in the field • Truss and Rafter Connection: H1, H2.5A, or SDWC15600 at each heel to double plate SLAB ON GRADE 0 Floor Sheathing: 3/4" CD or OSB, nailed with 8d nails at 6" O.C. along edges, 12" O.C. in the field. glued 7' • Holdowns: HDU/DTT with SSTB, STHD14, STHD14RJ Floor-to-floor Strap-Ties: HDU2, MST48 � GENERAL REQUIREMENTS Control Joints: Control joints (expansion, cold, or saw-cut) at 8'-12' O.C. required to mitigate shrinkage cracking. with construction adhesive prior to nailing, no blocking required (unless noted otherwise) Fastener Requirements: The number and size of fasteners connecting wood members shall not be less than that Rebar or woven wire mesh (if installed) shall break at all control joints. Saw-cut joints within 12 hours of pour. Shear Walls: See shear wall plans and shear wall table for sheathing grade, thickness, and nail spacing. 6 Codes: All materials and work shall adhere to the minimum requirements of the Reference Codes & Standards set forth in IRC Table R602.3 (fastening schedule) listed above. Contractor shall be responsible to comply with OSHA, State Labor, and Industry Standards. Garage Slabs: Unless noted otherwise, garage slab shall be 4" concrete slab over 10 mil poly vapor barrier over 4" Stairs: Refer to R311.7 for stair framing and other requirements A Contractor assumes full responsibility of construction methods used, safety provisions employed, and the compacted granular fill. Rebar or woven wire mesh is optional unless specifically required: OK to use #3 rebar at 24" Advanced Framing: Unless specifically approved by the engineer of record, advanced framing is not allowed. Exposure: Any hardware or fasteners exposed to the elements or pressure treated lumber shall be heavy duty w1.4 Advanced framing may be a cost-effective and structural) adequate alternative to conventional framing, but galvanized or stainless steel in accordance with IRC 317.3 finished condition of the structure. O.C. each way or 6x6xW14 woven wire mesh. 9 Y Y q 9� additional precautions must be taken. Advanced framing shall conform to the construction standards outlined in Staples: For roofs, floors and walls, the IRC permits 16 gage wire staples with a min 7/16„ dia. crown (per Table D O Construction Personnel: Only competent personnel familiar with construction and safety practices relevant to the Living Area Slabs: Unless noted otherwise, interior slabs shall be 4" concrete slab over 10 mil poly vapor barrier over APA's Advanced Framing Construction Guide (available on www.apawood.org). R602.3(1)footnote b). = U project should be employed to assemble and construct the work. 2" rigid insulation (where insulation is required)over 4" compacted granular fill. F- 0 Studs at Opening: Refer to table R603.7(1) to determine the number of jack and king studs required at each end O Z Reinforcing: Reinforcing bars or woven wire mesh shall be placed 1-1/2" above the bottom of the slab. Construction Methods and Project Safety: The project drawings and specifications represent the finished of an opening. Refer to table R603.7(2)for connection requirements. F_ CD structure and do not indicate methods, procedures, or sequence of construction. The builder must take Curing: Use water or membrane cure immediate) after initial set for a minimum of 7 days. For water cure, hose it SPAN TABLES CID 1141)p q Y y Exterior Stud Walls: Use 2x6 studs @ 16" O.C. unless noted otherwise. 2x6 exterior stud walls are typically N CD T_ Z necessaryprecautions to maintain and ensure the integrity of the structure during construction. Bradley down and keep it wet. For membrane curing, wet the concrete then cover with an impermeable membrane (e.g. rr� c\I 2 Z � _W p g Y 9 Y desirable for insulation/energy code reasons (i.e. not structural reasons). Please use the members specified on the structural drawings. Owner/contractor may substitute these members v oo N Engineering, Inc. will not enforce safety measures or regulations, nor will the owner or designer. Therefore, the visqueen)or liquid membrane curing compound. Provide shade for concrete during curing. 2 M O Z W Interior Walls: Minimum 2x4 studs @ 16" O.C., unless required for plumbing/utility reasons in lieu of the originally specified members. The following joist and rafter span charts may be used to specify z O Q U Q N W contractor shall design, construct, and maintain all safety devices and follow all pertinent regulations. Drainage: Garages, porches, and surfaces that are required to drain shall be sloped 1/8" per 1' or 1/4" per 1' member sizes, provided that the relevant loading conditions (below) are met. For questions on interpreting the _ U C) F- M Z Wood Stud Holes & Notching: For wood studs 12 and less, it is permissible to cut notches and holes per the � � .-.O Temporary Support: The builder must provide adequate temporary support to all walls, roofs, beams, and floors Concrete Topping: Concrete topping can not be installed on floors unless specifically detailed on the structural — charts or for members which do not satisfy the charts' loading conditions, contact the engineer of record. Cj Z p q p y pp pp g PP g P Y following requirements. Notch/hole size shall not exceed the following max percentage of stud width: Z W Q Z during construction. Design of these supports are not included unless specifically shown. Contractor is drawings. The concrete topping shall be installed per manufacturer's specifications. The topping shall not exceed . Bearing walls: Hole -40% of total stud width, Notch - 25% of total stud width W Q Z a M W responsible for the adequacy of all temporary support systems. 1-1/2" in thickness and shall be less than or equal to 18 psf(i.e. >_12 psf per inch). o o I_LI O = Cl) >- • Non-bearing walls: Hole - 60/o of total stud width, Notch -40/o of total stud width FLOOR JOIST OR BEAM DEFINITION OF CLEAR SPAN: Z C7 � W H W Non-Bearing Interior Wall to Slab Connection: Interior walls shall be connected to concrete slab with minimum z Z LLI O Q J Specifications: All notes, call-outs, and details included within this design package are required unless — • In all cases, hole edges must be at least 5/8"from edge of the stud DISTANCE FROM INSIDE OF LLI p specifically noted otherwise. 1/2"x5-1/2" long anchor bolts @ 6' O.C.. Wet-set, epoxied, expansion, or screwed (Simpson Titen HD) anchor bolts BEARING POINT TO INSIDE OF — Lu Z a are acc etable. If interior wall is not specifically denoted as a shear wall, it is acceptable to use 1/4"x4" split Ins • OK to drill up to 1" diameter hole for studs up to 16' tall. Hole to be 5/8"from edge of stud. BEARING WALL OR BEARING WALL OR r I'1 W J Z Q a p p y p p p @ OPPOSITE BEARING POINT `.! BEAM BEAM Z W (9 2 Q Verification: Verify all dimensions, elevations, and site conditions before starting work. 32" O.C. or 1/4"x4"Titen screws @ 32" O.C. • See IRC Figure R602.6(1)for visual description of stud holes & notching (i.e.UNSUPPORTED DISTANCE) z — Lu m Z U W m Errors: The contractor is responsible to check the Tans and site conditions and to notify the Z a � uJ p p y CLEAR SPAN (C.S.) W w � } d Z architect/designer/engineer/owner of any errors or omissions prior to the start of construction. DECKS & BALCONIES W Lu J Z J Z CRAWL SPACE Conflicts: Notes and details on the structural drawings take precedence over the Standard Structural W W � < O Q j Vapor Barrier: Cover entire crawl space with class I vapor retardant I e. of vapor barrier - 6 mil required, 10 mil Guardrails: Unless noted otherwise and detailed, guardrails to meet R312.1. Guardrails shall be 36 high min �J _J _J � Q 0 U Q Specifications and typical details. Written dimensions take precedence over scaled drawing dimensions. p p ( poly p q Structural notes and details on the structural drawings take precedence over the architectural drawings. highly recommended). Extend 6" up foundation walls minimum. with max opening size so that a 4" sphere cannot pass through. Guardrails shall be designed to withstand a 200 lb point load applied in any direction and at any location on the top rail and shall be designed to withstand a ENGINEERED I-JOIST (TJI) SIZING 0 � m (�I m W V J Access: Access shall be provided to all under-floor spaces. Access openings through the floor shall be a min 18 m � N Q Changes: Written approval from the engineer of record is required for any structural changes to the provided uniform load of 50 Ib/ft applied horizontally to the top rail. Contractor/owner/inspector to physically verify (e.g. W ti O W 2 drawings. Changes may be made 'in the field' with consent of Bradley Engineering. Please provide a red-lined inches by 24 inches. Openings through a perimeter wall shall be min 16 inches by 24 inches. p p p ) g g q MAX CLEAR SPAN TJI JOIST MAX CLEAR SPAN TJI JOIST Q _ M W push & pull on to rail that the guardrails meet the IRC loading requirements mentioned above. ^— Foundation Ventilation: Provide min 1 square foot of crawl space ventilation per 150 square feet of crawl space area. WITH 5/8" GYPSUM MEMBER WITHOUT GYPSUM MEMBER > � > O drawing or sketch of desired change(s) to provide context and applicable information prior to contacting q p p q p Attachment to House: All deck ledger connections shall conform to the details outlined on structural drawings. Q M Q O engineer. Please contact the engineer who performed the engineering for your project as noted on this drawing. Space vents evenly to provide cross ventilation. Cover with$" corrosion resistant mesh screen. For decks over 30" above grade, deck tension tie's are required: 15'-5" 9- TJI 210 14'-2" 9-1/2" TJI 210 00 `- a a O The engineering for this project was completed by A. RAPP whose phone number is (360) 325-2515. 18'-5" 11-7/8/8" TJI 210 17'-1" 11-7/8" TJI 210 • DTT2Z - (1) at each end of the deck (2 total) 60 Substitutions: If connector or lumber product substitutions are desired, contractor shall provide manufacturer's • DTT1Z - (4) equally spaced along the length of deck 19'-8" 11- " TJI 0 18'-6" 11-7/8" TJI 0 evaluation reports of proposed substitutions to the en Ineer/owner for royal. ALLOWABLE HOLES - I-JOIStS & I-Rafters 20'-5" 14" TJI 210 19'-4" 14" TJI 210 p p p 9 pp Hot Tubs on Decks: DO NOT INSTALL HOT TUBS ON DECKS unless specifically designed for hot tub. 21'-7" - 14" TJI 360 20'-5" 14" TJI 360 (n Member Size: The member dimensions (e.g. depth and width of beams, columns, etc.) specified in these Minimum distance from hole to support.See Table A below Up to 1-1/2"hole may be cut anywhere Waterproofing: Bradley Engineering is not responsible for adequacy of waterproof membranes on decks which „ TJ1 gin TJI 210 z drawings are structural minimums. It is acceptable to increase the size above what is specified. out-side of hatched zone.For holes larger cover living space. O g p p No holes I- than 1-1/2"diameter, refer to Table A Assuming 4" Plywood glued and nailed to top surface. Gypsum and no gypsum bottom surface option is given above Similar work: Where construction details are not shown or noted for an art of the project, the area shall be flange of I-Joist Y p p 1 Loading conditions: Live load = 40 psf; dead load = 10 psf; L/480; TJ Pro Rating = 42, Dry-use; 16 O.C. spacing � constructed in the same manner as similar work shown on the drawings. O .. O STAIRWAYS Q El Modification of Structural Members: Cuts, notches, and holes bored in trusses, structural composite lumber, 6 6 Stairs: Refer to R311.7 for stairway requirements 0 glue-laminated members, or I-joists are prohibited except where permitted by the manufacturer's 6° L1 2xD1 D1 Closely grouped round LZ 2xL2 �D2 F6- Handrails: Unless noted otherwise and detailed, handrails to meet R311.7.8. SOLID SAWN JOIST SIZING DECK JOIST SIZING LL recommendations or as shown on this page. (See ALLOWABLE HOLES) IVo holes in minimum holes are allowable if the minimum — hatched zones group meets requirements U Scope of Work: The scope of work of Bradley Engineering, Inc. is limited to the structural engineering and for round or square holes MAX CLEAR SPAN 2X SAWN MEMBER MAX CLEAR SPAN 2X SAWN MEMBER 0 LJJ analysis pertaining to the subject structure. Bradley Engineering, Inc. takes no responsibility for items not Table A - Minimum Hole Distance From Support 5'-6" 2X4 D.F.2 5'-0" 2X4 P.T. 0- specifically addressed in the drawings, calculations, or call-outs. JOIST TJI Rating- ROUND HOLE SIZE RECTANGULAR HOLE SIZE ALLOWABLE HOLES - Solid Or Eng. Lumber 8'-9" 2X6 D.F.2 7'-6" 2X6 P.T. (n Completion of Work: Submittal of these structural drawings to the client completes the present scope of work DEPTH (Flange Width) 2" 3 a" 2" 3" a" 11'-6" 2X8 D.F.2 10'-01, 2X8 P.T. J and budget of Bradley Engineering, Inc. Other consultation, design, calculations, sketches, inspection, etc. after 210(2-1116") 1'-01, 1'-6" 2'-6" 1'-01, 2'-0" 2'-6" 14'-9" 2X10 D.F.2 12'-9" 2X10 P.T. Q 9'/z" No holes in hatched 8X diameter of the Ok to completely submittal of this report shall be billed on an hourly basis. 360(2-5/16") 1'-6" 2'-0" T-0" 1'-6" 2'-6" T-6" 17'-6" 2X12 D.F.2 15'-9" 2X12 P.T. NN areas largest hole min remove this area L.L 210(2-1/16") 1'-0" 1'-6" 2'-0" 1'-0.. 1'-6" 2'-6" g (min) Allowable hole �� N zone 2X14 D.F.2 18-0 - 2X14 P.T. 360(2-5/16") 1'-6" 2'-0" 3'-0" 1'-6" 2'-6" 3'-6" �L/8�( 8X(d �(—L/8 210(2-1116" 1'-01, 1'-01, 1'-01, 1'-01, 1'-01, 2'-0" I co STRUCTURAL STEEL 14" -1 Loading conditions: Live load = 40 psf; dead load Loading conditions: Live load = 60 psf; dead load = 10 psf; 360(2-5/16") 1'-0" 1'-o" 1'-6" 1'-01, 1'-6" 2'-6" D/4 U FD/2 D/2 = 10 psf; L/480; Dry-use; 16" O.C. spacing L/360; Wet-use; 16" O.C. spacing; No tapered joists! Grade: Unless noted otherwise, the grade of steel members is as follows: • DO NOT,under any circumstances,cut or notch joist flanges(don't even think about it) D 'k- D/2 o O Q • Leave%"of web(minimum)at top and bottom of hole(i.e.do not cut within 1/8"of flange) A • Wide flange (W).................................................. ASTM A992 Steel Fy = 50 ksi Fu = 65 ksi D/4 • Round or rectangular holes allowed according to Table A ROOF RAFTER SIZING • HSS Tube (HSS)................................................. ASTM A500, Grade B or better. Fy = 46 ksi Fu = 58 ksi 1-1/2"max hole size in cantilever L/4 L/2 LA ROOF • • Ok to cut web in a similar fashion for any manufacturer's I-Joists.For Table A,Use Flange Width instead of TJI Rating Ui Channels, plates, angles..................................... ASTM A36, Fy = 36 ksi Fu = 58 ksi. L May want to refer to joist manufacturer's specifications and requirements MAX CLEAR SPAN 2X SAWN MAX CLEAR SPAN TJI RAFTER Q 0 w • Bolts ................................................................... ASTM A325 or better Hole Size: The hole diameter should not exceed 2" D.F.2 MEMBER D.F.2 MEMBER 0/ Q = • Anchor bolts ....................................................... ASTM F1554 or better JOIST CONVERSION CHART or 1/10 the beam depth,whichever is smaller. 6-10" 2X4 D.F.2 19'-0" 9-1/2" TJI 210 Q N O • #4 Rebar& Smaller ............................................ Grade 40 (Fy = 40 ksi or better) • These guidelines are applicable to glued-laminated, solid sawn, and engineered 10'-4" 2X6 D.F.2 22'-3" 11-7/8" TJI 210 0 LU Trus Joist Pacific Woodtech Boise Cascade Roseburg Red Built LP lumber(beams, headers, joists, rafters, etc) 13'-2" 2X8 D.F.2 25'-0" 11-7/8" TJI 360 z J V_ V • #5 Rebar& Larger .............................................. Grade 60 (Fy = 60 ksi or better) TJI 210 PWI 47 BCI 6000 RFPI 400 Red-I 45 LPI 530 . Uniform loads only, no point loads 16'-3" 2X10 D.F.2 24'-3" 14" TJI 210 Q COM Q THICKER O Q Connections: Unless noted otherwise, steel to steel connections to be 1/4 continuous fillet weld. All structural FLANGE TJI 360 PWI 70 BCI 60 RFPI 70 LPI 36 • Round holes only 18'-10" - 2X12 D.F.2 28'-6" - 14" TJI 360 steel to be fabricated in accordance with the AISC manual of steel construction, latest edition. WIDTH PWI 77 RFPI 700 all I ilm Red-I 65 1 • No holes in cantilevers " " " TJ 1210 U) m Welding: Steel welding to be done using E70 electrodes, and conform to AWS D1.1, latest edition. TJI 560 PWI 90 BCI 90 RFPI 90 Red-I 90 LPI 56 • DO NOT cut, notch, or drill holes in headers or beams except as indicated in sketch Loading conditions: Snow load = 25 psf; dead load = 10 psf; L/240; Dry-use; 24" O.C. spacing Washers: Provide standard washers under all nuts and anchor bolts OK to substitute the joists specified on drawings (TJI's)with joists listed in this table. Match the original S 5 of 5 depth and spacing. OK to use thicker flange width than specified (e.g. use TJI 360 instead of TJI 210) DRAWING TO BE PRINTED ON 24°X36" IN ORDER TO BE SCALE