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Permit File BLD-2020-0695 3939 Rock Ridge Parkway (8)
City of Anacortes 904 6th Street P.O. Box 547 Anacortes, WA 98221-0547 (360) 293-1901 Invoice/Permit #: BLD-2020-0695 Applied date: 11/06/2020 Issue date: 12/02/2020 Expire date: 05/31/2022 Job Address: 3939 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN Remarks: NEW SFR Owner: CAROL STRANDBERG Contractor: STRANDBERG CONSTRUCTION Address: 1420 18TH ST Address: PO BOX 319 ANACORTES WA 98221-2312 ANACORTES WA 98221-0319 Phone: Phone: (360) 293-7431 License #: General Information: Fees: if of Range Hoods 1 Building Permit Fee 2,371.35 # of Clothes Dryers 1 Plan Review Fee 1,541.38 New or Replaced Hard Surface 3923 Mechanical Permit Fees 153.40 Use Zone R-2 Plumbing Permit Fee 146.00 # of Heat Pumps <= 3 Hp 1 State Building Code Fee Resi 6.50 # of Gas Fireplace 1 Sewer Inspection Fee 51.08 # of Gas Piping 2 Storm Drain GFC-Residential 17696.09 Building Valuation 345825 Sewer GFC-Residential 9,140.86 Occupancy Group it-1 Park Impact Fee 615.00 # of Bedrooms 2 Traffic Impact Fee 21765,69 1st Floor Square Footage 1537 Non Sprinklered SFR Fire Fee 100.48 Garage Square Footage 503 EMS Impact Fee 356.26 Porch Square Footage 291 SFR/duplex: site plan/design 60.00 Lot Area 8483 Stormwater Review 313.84 Water GFC 8,169.00 Stove, Appliance 1 # of Tubs, bath 1 Plan Application Fee 200.00 # of Water Closets (Toilets) 2 Total Calculated: 27,686.93 # of Showers 2 Deposits/Receipts: 200.00 # of Dishwashers 1 Total Due: # of Hand Sinks 3 27,486.93 # of Kitchen Sinks 1 # of Clothes Washers 1 # of Water Piping 3 # of Hose����ibs 3 o#''6ac�cr n Bevices0-2o20-0695 - 2020 1 7 5r�C�4?ek&PilI.. 12f18/2020 09:44AM 2 °ote�i�'f CONSTRUCTION 3 gb �' k[&§�g�V&4�Fgd@oiyrgesidence Permit 1 rzie" Transaction Amount: 27,486.93 CHECK: 040463 +�','°•,:,._,_ ;' � 1, City of Anacortes 904 6th Street P.O. Box 547 Anacortes, WA 98221-0547 (360) 293-1901 Invoice/Permit IF: BLD-2020-0695 Applied date Issue date Expire date 11 /06/2020 12/02/2020 Q5/31/2022 The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code orany other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Govemor 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 a ine his application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT O1T Y o� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT D� , �I�i � � Mailing Address: P.O. Box 547, Anacortes, WA 98221 �,� l�- L� -� '- Office Location: 904 6t" Street, Anacortes WA 98821 �' � ���w� Phone: (360J 293-1901 � � � N0� � 6 ����� � �� qcc�� � L l� - 2 � 2 � �- 0 �� � "ITY �� � � �����T� 1. PROPERTY INFORMATION Project Address (Street, Suite #): Assessor Parcel Number: 3939 Rock Ridge Parkway P134312 Subdivision/Lot#: Zoning Designation: Lot area (size): 1 R2 �; 8,483 � sq. ft. 2. TYPE OF PROJECT ® New SFR ❑ New Accessory Dwelling Unit: ❑ Deck/porch (new/repair) ❑ New Duplex ❑ Attached to Primary Unit ❑ Interior remodel ❑ Detached from Primary Unit ❑ New Addition to SFR ❑ Garage, carport or accessory building ❑ Fence or retaining wall or duplex (new/repair) ❑ Other: Project Summary: New single story 1,537 sf, 2 bedroom 2 bath single family residence with attached 503 s� ara e. Project Valuation: $ 345,825 `�' 3. PROPERTY OWNER INFORMATION Name: Carol Strandberg Phone: (360) 661-3315 Address (Street, City, State, Zip): Email Address: 1418 18th Street, Anacortes, WA, 98221 nels@strandbergconstruction.com 4. CONTRACTOR INFORMATION Name:* Strandber Construction g Phone: (360) 293-7431 Contractor's Business Licenses State License #: City License #: *All Contractors &Subcontractors must have a valid City STRANC 1020CC 601839950 Expiration Date: Expiration Date: of Anacortes business license prior to doing work in the City. 02/02/21 12/31 /20 Address (Street, City, State, Zip): Email Address: jasons@strandbergconstruction.com 5. CONTACT PERSON Select one person the city will contact for anything x ❑Applicant ❑Property Owner ❑Contractor related to this project: ❑ Other list below Name: Jason Sterling Phone: (360) 293-7431 Address (Street, City, State, Zip): Email Address: P.O. Box 319 jasons@strandbergconstruction.com Anacortes, WA 98221 Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 5 of 18 `� � y r�� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 �1.�:` Phone: 360 293-1901 z����� 6. LENDER INFORMATION RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lenders involved with your project, write "no lenders' on the Name Line below. Name: �® �,��(v.5 Phone: Address (Street, City, State, Zip): Email Address: 7. ACKNOWLEDGEMENTS &SIGNATURE Read and initial each of the following statements prior to signing this application: I 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. I understand that if I submit incomplete, inaccurate, and/or erroneous information it will take the City longer to process my permits. I understand and acknowledge that I could be responsible for providing as -built drawings (on paper or electronically) as part of the project's certificate of occupancy process. I understand and acknowledge that Special Inspections could be required as part of my project, and if needed I will be required to pay for the cost of these inspections. I understand and acknowledge that financial securities could be required as part of the work I am completing and I agree to provide the items needed for the City to calculate these securities and to provide the securities themselves. 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 I 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. i to Date � a � � 'r Printed Name Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 6 of 18 `� S �� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT `,� Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 '1'.�r` Phone: (360) 293-1901 1. PROPERTY WHERE WORK IS OCCURRING DDRESS: 3939 Rock Ridge Parkway PARCEL NUMBER S P134312 2. DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that "N A". are not applicable with Structure height: 17'-6" AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1st Floor: 1537 ��' R-Z Type V 2"d Floor: 0 3'd Floor: 0 Basement: 0 Garage: 503 Total deck: 0 Total porch: 291 Other: Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑YES ©NO Is a monitored fire alarm being installed? ❑YES ®NO Are retaining walls) being built? ❑YES ❑X NO Are structural plans required? ®YES ❑ NO 4. PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? If yes, you will be required to submit aright -of -way permit application. If you have already submitted a ROW permit, list the permit number here: ❑YES ®NO B. Is the property located in a flood zone? If yes, list the flood zone designation: ❑YES ©NO C. Are there slopes in excess of 15% on or abutting the site? If yes, a geotechnical report will likely need to be submitted. � YES ❑ NO Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 7 of 18 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360J 293-1901 D. Are there critical areas or buffers on or abutting (within 300-feet of) the ❑YES ®NO project site? If yes, a critical areas report will likely need to be submitted. E. Is the lot less than 5,000 sq. ft. in area? ❑YES ®NO If yes, your site and building will need to comply with the standards in AMC 19.43.010.C. F. Is your project involving an accessory dwelling unit? ❑YES ®NO If yes, your site and building will need to comply with the standards in AMC 19.47. G. Will more than 2-acres be cleared and/or more than 5,000 board feet ❑YES ©NO (about 1 log truck load) of timber be harvested? If so you may need to obtain a forest practices permit from DNR. H. Is this project subject to the SEPA process? If yes, you will be required to ❑YES ©NO submit a SEPA checklist. If you have already completed the SEPA process, list the permit number here: 5. REQUIRED SIGNATURE I hereby declare that I 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. /� Od � /z a z o —� ature Date JaSs� ia/'1i^ Printed Name Res. Building Permit Application Submittal Checklist Updated October 10, 2019 '.:- • PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6t" Street, Anacortes WA 98821 11 ( NZ7 Phone: (360) 293-1901 MECHANICAL Equipment Type: Appliance/Equipment Information (new and relocated): Total #: Furnace: Gas #: Elec #: BTU: Other #: Wall Heater: Gas #: Elec #: 2 Other: #: Location(s):�— OFFC Gas Water #: Location(s): Heat Pump: Elec #: 1 Other #: Capacity: 1 Air Conditioning: Elec #: Other #: Capacity: Radiant /Hydronic Gas #: Elec #: Other: #: Location(s): Exhaust Fans: Bath #: 2 Laundry #: 1 Other: 3 Range Hood: #: 1 Location(s): KITCHEN 1 Fireplace: Gas #: 1 Elec #: Other: #: Location (s):LVNG 1 Clothes Dryer & Duct: Gas #: Elec #: 1 Other: #: Location(s):LNORY 1 Stove/Range/Oven: Gas #: 1 Elec #: Other: #: Location(s):KTCHN 1 Gas Piping/ Outlet(s): #: I Location(s): AL ko 1 Boiler Gas #: Elec #: BTUs: Location(s): Other: #: Location(s): TOTAL MECHANICAL OUTLETS: PLUMBING Fixture Type (new and relocated): Total #: Fixture Type (new and relocated): Total #: Water Closet (Toilet): 2 Refrigerator water supply (for water/ice 1 Kitchen Sink: 1 Pressure Reduction Valve/Pressure Regulator: 1 Utility Sink: Water Service Line: 1 Tub: 1 Water Piping: 1 Hand Sink: 3 Clothes Washer: 1 Shower: 2 Electric Water Heater: Tank -less? Yes X 1 Dishwasher: 1 Backflow Prevention Assembly: 1 Hose Bib: 3 Other: TOTAL PLUMBING FIXTURES: Z® Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 9 of 18 `� S rj PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT `,' Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 �i,�r'` Phone: (360) 293-1901 1. PROPERTY WHERE WORK IS OCCURRING DDRESS: 3939 Rock Ridge Parkway PARCEL NUMBERS) P134312 2. 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. • 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. 3. REQUIREMENTS FOR ALL ARCHITECTURAL PLANS COMPLETE REQUIREMENTS PAGE # ON ? YOUR PLANS Cover (or 15t page) must include: • Site address • Parcel number • Lot number (if applicable) 1 • Lot size • Lot coverage • %impervious surface coverage Floor plans with existing (if applicable) and proposed building layout with square - footages and with the use of each room/area labeled. $ (�) Window and door sizes labeled and window ventilation area. Commercial, J Multi -Family, and Mixed -Use Structures must also include door and window g (A�) schedules. �`L�rcr( Plumbing, duct, and electrical layout. Penetration protection must be shown. Opening headers, size, and material. 8 (�3) Cross section details, showing typical foundation, floor, wall, ceiling and roof construction and insulation. 10,11 (A5,i�1 Structural members labeled as to size and spacing as well as bracing, blocking, J bridging, special connectors, and anchor bolts. 8 (�) Details documenting energy code compliance. 5 (AO) OExterior building elevations demonstrating compliance with applicable structure 12,13 (A'i �) v type design standards (small lot, duplex, or ADU) and maximum building height 1 Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 10 of 18 `` t �� ��� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 � Office Location: 904 6t" Street, Anacortes WA 98821 f,`` Phone: (360J 293-1901 BUllding height (see AMC 19.42.120 for measurement methods, exceptions and modifications). • Label the building height at the highest point of the structure from the average of the natural topography at the foundation at the front of the building. • Label the average elevation of the natural topography at the front of the 12,13 (,d,7{() building. • Label the elevation at the center of all exterior walls of the proposed building. • For ADUs only, include elevations demonstrating compliance with the height/setback plane (see AMC 19.47.030(C)(6)). Special details as needed (i.e., stairs, fireplaces, special construction). 10-13 Insulation and insulation values of walls, slab, floors, and roof/ceiling. 10-13 Existing and proposed grades with slope of lot shown. � �[ci) Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 11 of 18 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6t" Street, Anacortes WA 98821 Phone: (360J 293-1901 � � � � • � � • 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 3939 Rock Ridge Parkway PARCEL NUMBERS) P134312 2. 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). 3. HARD SURFACE AREA CALCULATION 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 charts) 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 pavement, or a vegetated roof. "Impervious surface" means anon -vegetated surface area which either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. Anon -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. Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 12 of 18 0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 2934901 Land disturbance Hard surface area calculation Use the information in the above table to navigate the flow chart(s) on the next page and 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. U Re f18 Description Total Existing Removed Proposed Proposed Description (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard Surface Area 397 (Sidewalks, paths, patios, etc.) Pollution Generating Hard Surface Area 926 (Driveways, parking areas, etc.) Total Hard Surface 1323 Site Size 87483 Existing impervious surface coverage % 15.6 (sq. ft. hard surface /site size) Check applicable box Minimum Requirements Determination El Minimum Requirements #1-9. ElMinimumRequirements #1-5. . Building Per Application Submi tal Checklist dated October30, 2019 Minimum Requirement #2. Check applicable box Minimum Requirements Determination El Minimum Requirements #1-9. ElMinimumRequirements #1-5. . Building Per Application Submi tal Checklist dated October30, 2019 Minimum Requirement #2. `` t �- rJ� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6t" Street, Anacortes WA 98821 � �yw Phone: (360J 293-1901 �, c. �� � FLOW CHART FOR DETERMINING REQUIREMENTS FOR NEW DEVELOPMENT Start Here Does the site have 35°% Yes See Redevelopment Minimum or more of existing Requirements and Flow Chart impervious coverage? (Figure I-2.4.2). No Does the project result in 5,000 square feet, or greater, of new plus replaced hard surface area? No All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. �r� DEPARTMENT OF ECOLOGY State of Washington Yes Does the project convert %4 acres or more of vegetation to lawn or landscaped areas, or convert 2.5 acres or more of native vegetation to pasture? Minimum Requirements #1 through #5 apply to the new and replaced hard surfaces and the land disturbed. No Does the project result in 2,000 square feet, or greater, of new plus replaced hard surface area? Yes / I No Does the project have land disturbing activities of 7,000 square feet or greater? Yes i►�•. Minimum Requirement #2 applies. Figure I-2.4.1 Flow Chart for Determining Requirements for New Development Revised June 2015 Please see http:!iLvww ecy wa gov/copyrighf.html for copyright notice including permissions, limitation of liability, and disclaimer. Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 14 of 18 `T y� �� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT ��� Mailing Address: P.O. Box 547, Anacortes, WA 98221 � Office Location: 904 6th Street, Anacortes WA 98821 �q``' Phone: (360J 293-1901 ,�,.� -.- FLOW CHART FOR DETERMINING REQUIREMENTS FOR REDEVELOPMENT Does the project result in 2,000 square feet, or more, of new plus replaced hard surtace area? OR Does the land disturbing activity total 7,000 square feet or greate(? Yes No Minimum Requirements #1 through #5 apply to the new and replaced hard Minimum Requirement #2 applies. surtaces and the land disturbed. Next Question Does the project add 5,000 square feet or more of new hard surfaces? OR Convert %4 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 Is this a road to the new hard surfaces and the converted vegetation areas. related project? Yes Does the project add 5,000 square feet or more of new hard surfaces? Yes Do the new hard surfaces add 50°� or more to the existing hard surfaces within the project limits?, No No Is the total of new plus replaced hard surfaces 5,000 square feet or more, No additional o AND requirements. does the value of the proposed improvements - including interior improvements -exceed 50°� of the assessed value (or replacement value) of the existing site improvements? Yef All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. � Yes r,� Figure I-2.4.2 Flow Chart for Determining Requirements for Redevelopment DEPARTMENT OF Revised June2015 ECOLOGYPlease see http 1iLvww ecy vs�a gov/copynght htm! for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 15 of 18 `� � �� ��� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 � _ Office Location: 904 6th Street, Anacortes WA 98821 'z��w.� Phone: (360) 293-1901 �' :' . ' � • 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 3939 Rock Ridge Parkway PARCEL P134312 NUMBERS) 2. GENERAL INFORMATION 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. • Minimum Plan Size: 11" x 17" and drawn in an engineering or architectural scale. 3. INFORMATION REQUIRED ON ALL SITE PLANS COMPLETE? REQUIREMENTS PAGE # ON YOUR PLANS Cover sheet must contain all of the following: • Vicinity Map • Name of the project • Name, address, and telephone number of owner and agents) • Name, address, and telephone number of Applicant (if different from the owner) 1,2 • Zoning designation of the site • Area, in square feet and acreage, of the project site • Reference to the Building Code used • Proposed use • Occupancy group • Construction type • Square footage and height of each individual building • Percent lot coverage • Percent impervious surfaces �% Scale and North Arrow 2 Property features: Location, identification, and dimensions of all property lines and easements. All easements shown on the title report, Record of 2 Survey, or plat must be dimensioned and shown. Location and dimensions of existing critical areas (wetlands, streams, steep slopes) and their associated buffers. 2 /� Location of Ordinary High Water Mark and shoreline jurisdiction limits 2 (if adjacent to a shoreline). Existing and proposed contours and site elevations (i.e. finished J grades) at 5-foot minimum increments. The horizontal and vertical 2 control datum must be clearly shown. Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 16 of 18 � t �� �� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT `` Mailing Address: P.O. Box 547, Anacortes, WA 98221 _ Office Location: 904 6t" Street, Anacortes WA 98821 �1;� Phone: (360J 293-1901 c Structures: J Location, identification, dimensions and size of all existing and 2 proposed buildings and other structures. Location of existing and proposed retaining walls, rockeries, and 2 �/" Location, identification, and dimensions of all setbacks. 2 Show proposed projections into required setbacks, including dimensions (see AMC 19.44.140) 2 Utilities &Easements: / 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 2 identified. % Location of all existing and proposed fire hydrants within 300 feet of 2 v the boundary of the project site. Location and dimensions of existing and proposed freestanding 2 �/ lighting fixtures, utility junction boxes, public utility transformers. stormwater Proposed Temporary Erosion and Sediment Control Measures, if not 2 located on other lans. Proposed permanent stormwater management BMPs. 2 Access, Circulation &Parking Location, identification, and dimensions of all existing and proposed on -site and adjacent streets and alleys, including the location and dimensions of all existing and proposed curbs, gutters, sidewalks, 2 median islands, and street trees. Show existing and proposed vehicular access to the site, including the 2 size and location of driveways and curb cuts. Show existing and proposed parking spaces, including surface material 2 and dimensions of spaces. Open Space (ADUs, Small Lots, and Duplexes) Show calculations, location, dimensions and provided square footage p(f � / of required open space area per AMC 19.43.010.C, E, or AMC 19.47, 2 as applicable. Landscaping _. Show the location and design of landscape areas to be preserved and /,j, �, planted, and a plant list to include the location, number, size and type 2 of plant material by botanical and common name. _ � �- Location of irrigation system if a permanent or temporary system is 2 � � - ro osed. Show the location of existing trees to be retained in conformance with AMC 16.50, and tree protection measures to be implemented, 2 when applicable. Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 17 of 18 `t �� r� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT `` Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 I;�` Phone: 360 293-1901 �cc,� ( ) Provide a maintenance plan for any infiltration -based stormwater best management practices (BMPs) built as part of the landscaping 2 design, including the specifications and maintenance procedures of any soil amendments. J Show new trees to be planted and tree unit credit calculations, in 2 conformance with AMC 16.50 Tree preservation, when applicable The following table, with project specific information filled in, must be plat on the site plan: Required Landscaping For Example Calculations Site Area � �g3 sq. ft. of site area to be landscaped (per �0% - RZ ,zone AMC Tables 19.42.020-.030) 1,Lt4;q, ft. required 1,�8/sq. ft. provided Compliance with AMC Ch. 16.50 Tree unit credits required: Tree Preservation. • 7 tree units required Tree unit credits retained: • 2 trees 6" dbh =(f tree unit credits retained Tree unit credits provided: • � new deciduous trees (min. 2" caliper @ 6" above ground) • $new evergreen trees (8' in height) Number of required street trees 1 per 30' of frontage 60 lineal feet of frontage = e!. S t� 2 Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 18 of 18 Tim K. Garrison, P.E. Professional Engineer FILE Lui , 2316 Antone Way Anacortes, WA 98221 Phone:(360)708-1865 Time@TimKGarrison.com Structural Analysis: New Home at 3939 Rock Ridge Parkway, Anacortes, WA Client, Strandberg Construction Job Number: T20079 Building Design: Strandberg Design Date: October 27, 2020 INDEX: Design Sketches Callouts and Tables Standard Specifications Calculations. Total No. of pages excluding cover sheet Notes, Disclaimers: ConstructionCalc, Inc. (CCI) takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). NOV 0 6 2020� IN OF ANACORTFP it `s',.✓ 5 7 A2 A2, - -J INSULATED SLAB PER STRUCTURAL AND ENERGV CREDITS I I I I I I I SLAB PEP. S7ftUCTURAL aucl:DurFOR � - - - - - - - - - - - - - - - - - - - Foundation 1/�" a 1' -All slabs are 955. - All footings are OPA except as noted I I I I I I I I I I I I I I I A A2, SLAB PER I (:A:zo - 6" X 16' CONCRETEFOOTING I II I I I I I I I I I 5 A I A2 i I I i :ESSED SLAB FOR RBLESS SHOWER' 1 I I 77 � MID 2 O+A F- - 7V'� i !D 4 l 2a TAX® r- � --_ --_-_- ------ — —_=-, r- 20 ®� ZoH J PZ i 71AO i., I eel 27 Zp I i iT� ,'1 HD 8g`f S j Walls and Roof Framing 1/8" = 1' - Roof diaphragm is 11RD, type �' p - Trusses and layout are OPA, typ - All exterior walls are 1PW except as noted. - No interior shear walls required. SEa� �D1 /Typ. shear wall TOP connection - framing parallel or rim or con't blocking, NTS I " Teuss oI2 iz'q f `76R, , o R Q17. JoIS� r.ipj BL�� +/see S+4E�Niz uuA" p6rz 7L�4�1 AST,, If,/ otz ��r�,ST ocz Si fa�71{ (AIEr �, -Q F(. I v9 AST 4� �Ceuj? tk 1 OfL 4:Tt-t fz B V,AGI�4<�, TaP OF 1qz PLL�I Typ. shear wall TOP D2 connection - framing perpendicular, NTS r2u55 t7 Q q rtcii Co�Z Y�4q fJAQ�'G . 5 f}�A'ria � �JEj STb Ps H fLJI� (ZooF ��E tis�t�tc� � 66WC I$(.tio �Lr N2.7 oQ, N1 ANY•, S�wLWi56avo Trz�SS $wc,tr_ 02 L01�LtI'� $LpG� ADZ �i2.5 A LoR) A T 5pwCV�6on 7 tzi a _s e, 0i Au HZ_5 v qLT SDnIC{56on � 1 Y � G' � C. •E � � '� N M O c OOC x Q r •C v In Cj o o0 N . r3. i d •O Q ;~ �+ 05 CZ 75 j 4•r p bA O a� �• O"5 k .� •6 bA O O C M 0. cu CA 1 �+ 1 O d u G O O C C O z X > 'O Z N U cn ego o C. y ❑ .� n y y y o cuecz •� o cC�5 3 3 o F c. a E 3 U a y 3 " ' F+ cr a, Ncr U emu .N. CNI C�l �lc \Ic �c �t cz- v� o y ct con Icz .-. -� R s, y oc cz z p ;mw Vi 3 w 0. O >1 v � O y rA 1 oc CC owy O, \C O O V V O N C�Z Structural Callouts©— Copyriaht ConstructionCalc, Inc (CCI) 0 PA Per Architect * - Structural Item: This item and related connectors shall be per architect / designer. 11 RD Roof Diaphragm Shear Capacity: Good for Eh = 230 plf - seismic; Eh = 322 plf - wind. Max aspect ratio = 3:1. Framing: Trusses or rafters: 2x at 24" OC, max. Framing Connection at Support. - Where connected to shear wall, connect per shear wall callout - top of wall. - Where trusses or rafters connect to beam, use H2.5, or A34 with screws, or similar, typ. - At ledger, connect pet ledger callout. Sheathing: 7/16" min., OSB or CDX plywood. Sheathing Layout: Case 1 per IBC 2306.2.(1) Nailing: Use 8d at 6" edges, 12" field. * Blocking: Not required except at supports and at connections to shear walls below. 17 HD Alt 1 - Holdown - Embedded Strap Type. Min. Capacity: Good for 2185 lb uplift. * Holdown: Use LSTHD8 for no rim joist condition. - For rim joist condition use LSTHDBRJ. Nails: Use 16, 16d to full -height stud as follows. - Stud: Use larger of: king stud as speed elsewhere; or choice of 2- 2x, 3x, or 4x. Alt 2 - Holdown - Bolt Type * Holdown: Use HDU2. Lags: Use 6 SDS 1/4 x 2.5 to full -height stud per above Anchor Bolt: If wet set, use 5/8" diameter SST1316. or 5/8" all -thread with nut and 3" washer on embedded end. Min embedment = 12". If too long to fit in footing, bend 90-degrees at bottom of footing, maintain 3cover at bottom of footing. - If rotohammer, use 5/8" Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in stem wall. 77 M Mullion General: These are specified mainly to reist out -of -plane wind loads but may also be used to resis in -plane lateral loads if so indicated in calculations. Mullion: Use min., 2, 2x6, continuous bottom plate to top plate. Header Connection: Header(s) may be supported with 2x trimmer or hang on this mullion with * LUC, HUC, HUCQ or similar. Cam-. 80 L Ledger - Roof Diaphragm Ledger Connection: Where a ledger is called for below, if connecting to rim or header, use SDS, * or LedgerLOK at max 12" OC, staggered. If connecting to studs, use 2, SDS or LedgerLOK per stud. Length of SDS or LedgerLOK = full depth penetration into rim, or 2.5" min embedment into solid framing. Min distance of connector to end of ledger or splice = 2". Min edge distance to top or bottom of ledger =2" Y Framing Connection to Wall, General: Use any of the following, whichever is applicable. Parallel Rafter or Truss Top Chord: Ledger may be top chord of truss or last rafter or similar. Ledger to be placed over wall sheathing. Mono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed - through wall sheathing with 16d @ 6" OC to solid wood backing (continuous rim, plate, ledger, or blocking.) - - Mono Truss_ Bottom Chord Perpendiculat: Alternate 1: Hang bottom chord with hanger mounted over wall sheathing to solid wood backing (rim, plate, ledger, or blocking.) Alternate 2: Use min., 2x4 ledger let in to truss bottom chord. Ledger to be placed over wall sheathing and connected with min., 3- 16d @ 24" max spacing. * Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. 89 TS Tall Stemwall at Narrow Shear Panel. * Footing: Per Arch. * Stemwall: Stemwall Der Arch.. except that it must extend 24" min above top of adiacent slab. 95 S Slab Subgrade: Use structural fill or native material, compacted to 95% relative compaction. It is strongly recommended that all structural fill be checked by a geotechnical consultant. Underslab Insulation: May use XPS or EPS rigid foam with min., 25 psi compressive strength under slab. If used, provide and install per insulation manufacturer's recommendations. * Slab Thickness: Use 4" min. * Reinforcement: Use any of the following: Min., #3 rebar at 24" OC,,each way, centered in slab. - Welded wire fabric, min., W2.9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min. - Fibermesh per manufacturer's recommendation. - Helix micro rebar, min., 5 lbs. per cubic yard. Control Joints: Maximum recommended spacing = 8' OC, each way. This is a non-structural item and may be changed or omitted by Owner or architectural designer. Vapor Barrier: Suggest a min., 6 mil., plastic vapor barrier under interior slabs. This is a non- structural item and may be changed or omitted by Owner or architectural designer. Headers Default header material is Doug Fir No. 2 or better 2x headers must be in tall orientation with flat. 2x nailed at bottom in "L" configuration Default Trimmer, use 1, 2x stud or Simpson LUC hanger, - each end. Default King Stud, opening 6-feet wide and less use 1, full height stud each end (plate to plate.) Default King Stud, opening wider than 6-feet, use 2, full height studs each end (plate to plate.) Trimmer, each end King Stud, each Callout Min, use Alt 1 min. use Alt 2 min., use (if blank use default end (if blank use above.) default above. 20H 2x6, "L VI config 4x6 21 H 2x10, "L" config 2- 2x8 4x8 22H 5.5x9 glulam 3 Beams Default sawn material is Doug Fir No 2 or better. Default glulam, LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, 2,300 psi, min Fb. Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below. Default end post connection: LCE, ACE, EPCZ, ECCQ, or similar. Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. Default mid -post connection: LPCZ, PCZ, CCQ, or similar. Default beam to beam connection: Hanger: HU, HUC, HUCQ or similar. Bear on top, 2, HGA10. Callout Min., use Alt 1 min., use Connector (if blank Alt 2 min., use use default, above) Notes 30B 4x10 6x10 Posts Default material is Doug Fir No 2 or better. Default bottom connection on plate: 2, FC or 2, A34 with screws, or 4, 16d face nails. Callout Min., use Alt 1 min., use Connector (if blank Alt 2 min., use use default, above) Notes 71 P 3- 2x4 2- 2x6 4x6 Standard Structural Specifications° — Copyright, Tim K. Garrison, P.E. BASIS OF DESIGN —APPLICABLE CODES: Code. The designs herein.are prepared in accordance with the 2018 IBC. Construction shall conform with the most recent building code adopted by the approving jurisdiction. Calculations. The calculations included herein are only those required to ensure compliance with code. We Jo not intend to compute every structural element nor every load combination. Much of our analysis is " BI" By Inspection.) ABBREVIATIONS: A: Area AC: Asphalt Concrete BL• By Inspection BRNG: Bearing (wall usually) E: Elastic modulus or Electrical (E): Existing 'Cl: ConstructionCalc, Inc. CIP: Cast in place concrete 'MU: Concrete Masonry Unit CO: Callout or Cleanout Cone: Concrete Cont: Continuous DF: Douglas Fir IF: Hem Fir HVAC: Heating, Ventilation, and Air Conditioning GW: Gypsum shear wall Gyp: Gypsum wallboard GLB: Glulam Beam : Moment of Inertia IBC: International Building Code ICF: Insulated Concrete Form IEBC: International Existing Building Code IRC: International Residential Code K: Kip (1,000 lbs.) KS1: Kips per Square Inch LVL: Laminated Veneer Liimber LSL: Laminated Strand Lumber Lt: Lett NA: Not Applicable NB: Not Bearing NIC: Not Included OC: On Center spacing OSB: Oriented Strand Board PCF: Pounds per cubic foot PLFo. Pounds per Lineal Foot Ply: Plywood PSL: Parallel Strand Lumber PSF: Pounds per Square Foot PSI: Pounds per Square Inch PT: Pressure Treated with preservative PW: Plywood or OSB shear wall RC: Relative Compaction LIMITED SCOPE OF CONSULTANT'S WORK: REF: Reference, not actual REQ or Reqd: Required ROW: Right Of Way Rt: Right S: Section modulus SC: See Callout SD: Storm Drain SIP: Structural Insulated Panel SK: Sketch SOG: Slab On Grade SPF: Spruce Pine Fir SS: Sanitary Sewer STAO: Shear Transfer Around Opening SP: SIPs shear wall TYP: Typical UNO: Unless Otherwise specified elsewhere V or v: Shear (lbs) or unit shear (plf) respectively. . W: Wall, full length WWF: Welded Wire Fabric Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison, P.E., doing business as ConstructionCalc, Inc., hereafter indicated as "CCL" Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of a new single- family residence. CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed items not specifically addressed herein shall be built per minimum code. LOADS Following are the loads used for the subject design /analysis: O Roof live: 20 psf. O Roof+ ceiling dead: 15 psf O Roof snow: 25 psf O Exterior wall dead: 10 psf O Interior wall dead: 7 psf O Seismic Factors: Ss= 1.151, S1= 0.409 O Seismic Des Category: "D" O Wind Exposure `C', 3-sec gust: 110 mph. o Assumed allowable soil bearing pressure: 2,000 psf. SINGLE PROJECT: The calculations, drawings, notes, specifications, and / or tables prepared by CCI are valid only for the project indicated herein. These documents are not valid, are not applicable to, and shall not be used for any other project at any other location. COMPETENT CONSTRUCTION PERSONNEL /SAFETY: Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as -built condition of the structure and related systems. MATERIALS AND METHODS: Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is the contractor's responsibility to ensure all field personnel understand and adhere to this. TEMPORARY SUPPORT AND BRACING: General. Provide adequate temporary support to all walls, roofs, beams, columns, and floors during construction. Design of same is not included herein. Contractor or owner should check all temporary - supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. Retaining Walls. Do not backfill against retaining walls until concrete has cured to at least 2,500 psi (okay to use high early strength admixtures or additional cement in the mix to achieve this). For retaining walls that are to be connected at their top to horizontal floor diaphragms, do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall. FOOTINGS, FOUNDATIONS, SLABS ON GRADE: Geotechnical Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data, which includes but is not limited to: allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral pressures, internal friction angle, and cohesion. In the absence of a geotechnical report CCI will make assumptions regarding soil parameters, however, CCI takes no responsibility or liability for future settlement, or damage or injury due to -earth movement or failure of any kind. Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported road base or sub base; or use sand or other clean granular materials no larger than pea gravel. All structural fill must be compacted per the following section. Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical (vibratory or impact) methods. In paved areas and under structures, use structural backfill compacted to 95%relative compaction. In non -paved or non -footing areas use structural backfill or native backfill minus rocks, lumps, and organic matter, compacted to 92% relative compaction. Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use structural fill around the structure. Carefully place and compact to 95%relative compaction under and around all pipes. When roots, rocks, or other undesirable materials cause over -excavation, fill over -excavation and compact per.the above. Foundations, Footings on Soil: All footings and foundations to bear on undisturbed existing soil or structural fill. All organic and deleterious material beneath footings and foundations to be removed and replaced with structural fill. Bottom of footings to be below locally prescribed frost zone, not less than 12". Foundations, Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt, moss, debris, or other deleterious substances. Pressure wash as necessary. Use bonding agent prior to pouring concrete on rock. Where rock is sloped less than 4:1 (14-degrees), no dowels into rock are necessary. Where rock is sloped 4:1 (14-degrees) or greater (up to 45-degrees max), use #4 x 18" long dowels rotohammered min., 8" into solid rock. Rotohammered holes to be %" diameter, perpendicular to face of rock. No epoxy is necessary. Dowels to be located as follows: O For continuous footings, use dowel within 6" of ends, corners, and intersections and at 36" OC max spacing. Dowels to be centered on stemwall. O For pad footings larger than 12" square or round, use three dowels spaced 8" apart, centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover at top and / or side(s). O For pad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, centered on footing. If dowel is too long to fit in footing, bend as necessary to provide 2" cover at top and / or side(s). Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining material and a suitable vapor barrier (designed by others) are recommended for all interior slabs. Footing Drains. Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be provided at the base of all footings and retaining walls which will have earth placed against them. Footing drains shall be 4" perforated pipe routed downgradient to daylight, unless otherwise specified. STANDARD CONCRETE: Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of fc = 2,500 psi unless otherwise noted on Plans. Minimum cement content = 5 sacks per cubic yard. Maximum water/cement ratio shall be 0.45. All materials shall be in accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in accordance with IBC and ACI 304, latest edition. Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and / or waterproofing may be used provided the strength and durability of the concrete is not adversely affected. Air Entrainment. Provide 5% air entraining in all concrete exposed to the earth or weather. Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a corresponding.reduction in cement content. Any such concrete shall obtain at least the strength and durability characteristics as Standard Concrete listed above. CONCRETE REINFORCING: Strength: Standard Footings, Stem walls, Slabs on Grade. Reinforcing bars (rebar) for standard footings, stem walls, and slabs on grade shall be grade 40 (Fy = 40 ksi) or better, unless otherwise specified in the Plans. Strength: Retaining Walls and other Structural Elements. Reinforcing bars (rebar) for retaining walls retaining more than 4-feet of soil and their footings, and for structural beams, structural columns and the like shall be grade 60 (Fy = 60 ksi) unless otherwise specified in the Plans. Splicing, Bending. All reinforcing shall be spliced, detailed, bent, and supported in accordance with the most recent ACI code adopted by the jurisdiction. Welded Wire Fabric. Unless otherwise specified, welded wire fabric (WWF) shall be W2.9, 6" x6" (6 Ga.), ASTM A-185. Splice by lapping one mesh +T' all sides. Cover. Provide the following minimum cover: Footings and other unformed surfaces, distance from the bar to earth face...3" Formed surfaces in direct contact with earth ......2" Surfaces exposed to weather ........................1-1/2" For slabs on grade, center the reinforcement in the slab unless otherwise specified. BOLTS AND DOWELS IN CURED CONCRETE: General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques. Minimum concrete embedment = 4-inches unless otherwise specified. Minimum distance to any edge or end of concrete = 3" from hole centerline unless otherwise specified. Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of existing reinforcing bars may be by non-destructive methods (pachometer, radar, or similar). Washers. Use 3"x3"x.229" washers on all wood mud sill anchor bolts. Such washers maybe slotted, with plate washer under the nut as allowed by the IBC. At non -mud sill locations, smaller washers may be used. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. Non -Epoxy Systems. Use Simpson Titen HD where shown in the Plans. These anchors may be used to resist tension loads and shear loads. Install per manufacturer's recommendations. Epoxy Systems. For bolts, use Simpson epoxy -tie bolt system with ET -HP or SET high strength epoxy, with zinc plated, A307 `all -thread' bolts as shown in the sketches. For"dowe ls, use ET -HP or SET high strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in strict accordance with epoxy manufacturer's recommendation. CONVENTIONAL WOOD FRAMING: General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members per the Plans and applicable building code. Where Structural Plans do not specifically address a structural element, construct said element per minimum building code. Framing Material. All sawn framing lumber, not including beams, posts, and columns, shall be Spruce Pine Fir, Hem Fir, or Douglas Fir - Larch, Number 2 or better, unless otherwise shown. All sawn wood shall have moisture content less than 25%. Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous) from horizontal diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that connect to exterior walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Stud size, material, and maximum length between diaphragms is shown in shear wall table. Beams and Posts. All sawn structural beams, headers, and posts shall be Doug Fir Larch No 2 or better, except where exposed to weather and specified as PT (Pressure Treated) maybe Hem Fir Mn 2 or better. Glulams, PSLs, LVLs, etc. shall be per Prefabricated Wood Products section below. Nails: Nails called out herein are "common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length nail gun nails may be substituted provided 50% more nails are used. For example if 8, 16d are called out, 0 the number of similar length .131 diameter nail gun nails required is 8*1.5 =12. As another example if 16d nails are called out at 4" spacing, the spacing of similar length, narrower nail gun nails shall be 4/1.5 = 2.7. Shear Walls: Walls called out as shear walls on the.Plan shall be constructed per the Structural. Shear Wall Table herein using materials designated for lateral load resistance by nationally -approved manufacturers. All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called out, or tabled "NS" are not intended as shear walls and shall be built per minimum code. Sheathing. "PW" walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall Table, oriented either direction. *'GW" walls are drywall shear walls, use per Shear Wall Table. SheathingJoints. Use blocking behind joints if indicated in the Shear Wall Table. With "PW" and "GW" walls, no sheathing joints are allowed within 2-feet in any direction of a door or window corner. Multiple Ply Members. Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple ply king stud, trimmer, or header, connect all plies with 16d at 4" OC, staggered. Beams, Columns. Where more than one 2x, or LVL, or LSL is placed against another and used as a multiple ply beam or column, connect all plies with glue and 2, 16d at 4" spacing. Glue, Epoxy. Where specified, wood glue shall be commercial grade with minimum shear strength of 450 psi at 28 days. Use Liquid Nails LN-940 or similar. Prep and apply per manufacturer's recommendations. Epoxy used with wood dowels or drift puns shall be Simpson ET -HP, or other brand intended for wood use. Wood and dowel shall be clean and dry prior to epoxy installation. Window and Door Openings. Header. Use minimum size as called out on Plans. All headers shall be installed with their tall dimension vertical. If header is less than 3 inches wide (I.E. a single 2x or single LVL) use a flat 2x nailed to the bottom of header in an "L" configuration with 16d at 4" max spacing. If no header is specified, the wall is assumed non -load bearing and wall top plate may serve as the header. Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each opening shall be individual members with full -height king studs between them. Each header shall use the number of king studs specified below or in the Structural Callouts. Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger of similar bearing length and capacity may be substituted for trimmer. King Studs. Unless otherwise shown on Plans use the following. These must be full -height, bottom plate to top plate, IE diaphragm to diaphragm. * Opening less than 6' wide — use min., one king stud each end of header. * Opening 6.1' wide to 9' wide —use min., two king studs each end of header. * Opening 9.1' wide to 16' wide, use min., three king studs each end of header. Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the end of the header shall be connected to the remaining top plate beyond with a horizontal CS 18 strap with minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside, or outside of wall. Anchor Bolts. Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8"min embedment at the spacing shown in the Plans but never greater than 60" OC and within 12" of ends and corners, with 3" x 3" x .229" steel washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor bolts at the same spacing may be used in lieu of wet set - see specifications in previous section. An alternate to wet -set anchor bolts and washers may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. Non -shear ti� all anchor bolts. shall be spaced a maximum of 72-inches and within 12-inches of ends and corners and shall be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" min embedment wet - set, or 1/2" Titen HD with 4" min embedment. Non -shear wall anchors may be 0.145" diameter powder -actuated pins with 1-1/2'"min concrete embedment, at 16" OC, unless otherwise shown. Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil, and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise non -reactive with metal connectors (including nails, bolts, framing connectors, etc.) or structural steel members. In certain cases non -pressure treated lumber may butt against concrete. In these cases use a layer of heavy, asphaltic -treated. construction paper between wood and concrete. Blockin / BridQ,�g. Provide continuous blocking at all bearing locations. Provide full depth bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connection on the top . Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer post, column, or other concentrated loads through the floor to the supports beneath. Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug wrench tight condition; use standard A307 bolts; for bolts in wood, drill the same diameter hole as the bolt; for bolts in steel drill holes 1/16" larger than the bolt diameter. Provide the following minimum edge distances between centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts: 5/8 inch diameter bolts ................... 3inches 3/4 inch diameter bolts ................... 3.75 inches Minimum distance between edge of bolt and any edge of steel plate (angles, gussets, flanges, webs, etc.) shall be one inch. Engineer shall specifically approve any bolted connection using less edge distance than shown above. Lai Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes pre -drilled. Size of pilot hole in threaded portion shall be 70% of the unthreaded shank diameter (or alternatively, 90% of the root diameter of the threaded portion). Pilot hole diameter of unthreaded portion shall be the same diameter as the unthreaded shank. PRE -FABRICATED FRAMING CONNECTORS: Manufacturer: Simpson brand is specified, however any other nationally recognized brand maybe used provided that they are equivalent in their ability to carry all applied loads in all orientations. Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements. TM load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to. Nails and screws which will be exposed to weather shall be galvanized or stainless steel. If installation risks cracking of wood, contact engineer for alternate nailing and / or alternate connector. Simpson SDS Wood Screws. Where specified, install per manufacturer's recommendations. In general these do not need pilot holes. However, if wood is old and or very dry pilot holes may be required to avoid splitting. Use length as specified in Plans but never less than required to ensure full strength. Simpson SD Wood Screws. With most Simpson connectors, Contractor may use SD9 in lieu of I Od nails, and / or SD10 in lieu of 16d nails. These are provided in 1-1/2" and 2-1/2" lengths. Use the length necessary for full penetration into the member(s) connected. PREFABRICATED WOOD PRODUCTS. Prefabricated Trusses. Where shown on the plans, all prefabricated structural roofing members shall be designed by a certified professional engineer. The prefabricated structural roofing designer shall provide to the Contractor stamped design drawings with appropriate notes showing member sizes, forces, installation procedures, blocking, bracing, -etc. Enizineered Wood — General. These products must be provided, stored, and installed in accordance with manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying capacity. Any nationally -recognized brand that meets the below specifications is acceptable. PSL (Parallel Strand Lumber) and Versa -Lam. Use minimum 2.OE, 2,900 psi minimum allowable bending stress. LVL (Laminated Veneer Lumber). Use minimum 1.9E, 2,600 psi minimum allowable bending stress. LSL (Laminated Strand Lumber). Members indicated as 1.5E shall have min., 1.5E modulus of elasticity and 2,300 psi allowable bending stress. Members indicated as 1.3E shall have min., 1.3E modulus of elasticity and 1,700 psi min. allowable bending stress. Glue -Laminated Timbers. Unless otherwise noted,, all glulam beams shall be 24FN4 DF/DF. Any that span continuously over one or more interior supports or are cantilevered, use 24FN8 DF/DF. Use industrial appearance grade, unless visually exposed to interior living space use architectural appearance grade. Pressure Treated (PT) glulams shall be not less than 10% weaker than the above in bending, shear, and modulus of elasticity, using suitable wood species for pressure treating. All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with manufacturer's recommendations. 2316 Antone Way Tim K. Garrison, P. E ® Anacortes, WA 98221 Phone: (360) 708-1865 Professional Engineer N TimG@TimKGarrison.com Structural Strategy Lateral: Most shear walls with <150 plf applied lateral loads have low unit shear force thus no holdowns are required by inspection (uplift is easily handled by anchor bolts and / or bottom plate attachment to framing below.) Where plate to plate height of shear panel > 3.5:1, use shear transfer around opening (STAO) and height of opening for aspect ratio caic. Use continuous king studs at sides of opening and no joints in sheathing within 2' of opening corners to achieve STAO. I � � --� rI -- -�i' 4L Structural Design Loads - IBC 2018 & ASCE 7=16 Seismic Calculations - Per ASCE 7-16 Projectl New home for Carol Strandberg Job No t20076 Date 10/27/20 Location 3939 Rock Ridge Parkway, Anacortes, WA USGS 0.2 Second Response SS =1 1.151 % of gravity USGS 1.0 Second Response Si =1 0.409 % of gravity No. of stories above ground lev. :one Story � Site Class Very Dense Soil & Soft Rock, C Risk Factor ` Comm'I, Industrial, Residential - Med Hazard, II � StrUCtUral System i Bearing wall -wood or tight steel shear wall Is structure regular and 5 stories or less? Yes W Use Ss=1.5 max for Cs calc Redundancyfactor, p= 1 Period, long -period (Map, ASCE7-10, p. 224, fig 22-12), TL = 16 Height of top of building, h = 18 ft EQUIVALENT FORCE METHOD, ASCE 7-16 Required Seismic Design Category D Height Limit (feet) 65 Max. Allowable Story Drift 0.015 hsx or L / 67 O - SIT factor, D„ 3.00 Seismic Base Shear, V 0.118 *W Horizontal Seismic Load Effect, Eh 0.118 * W Vertical Seismic Load Effect, Ev 0,153 * W Seismic Load Effect E = Eh + - Ev 0.271 D &-0.035D LRFD Comb 5 1.353D + Eh + .51L + .2S LRFD Comb 7 0.747D + Eh ASD Comb 5 1.107D + .7Eh ASD Comb 6b 1.0771D + .525Eh + .75L + .75S ASD Comb 8 0.493D + .7Eh Wind Loads Per ASCE 7-16 -Analytical Procedure Wind Loads On Buildings - MWFRS, Directional Procedure -All Heights Eguiv Lateral Force Method Seis importance, IE= 1,00 W .2 sec response, Ss = 1,151 Ss use for Cs = 1.151 1 sec response, Si = 0,409 Site coef, Fa = 1,000 Site coef, Fv = 1,391 Response mod coef, R = 6.50 O - Str factor, S2rr= 3,00 DO Amplf, Cd= 4,00 Ht Limit 65.0 ft Spectral accel parameter, SMs = 1,151 Spectral accel parameter, SMt = 0.569 Design spectral parameter, SoS = 0,767 Design spectral parameter, Sot = 0,379 Building period coef, CTs = 0.020 Approx fundamental period, T. = 0,175 Upper limit period coef, Cu = 1,400 Building period, use, T = 0,245 Csmax = 0.334 Csmin = 0.010 Seis response coef, Cs = 0,.118 Min diaphragm force, Fpx min = 0.153D Max diaphragm force, Fpx max = 0.307D Project New.home for Carol Strandberg Job No t20076 Date 10127/20 Building Wind Exposure Exp c - where exp. B and D don't apply. Enclosure Classification I Enclosed Building (Typical) � 3-Sec Gust, Basic I do mph 9W ASCE7-10 maps, Fig 26.5, p247 Method ASD, Basic Combos. Stress in allowed for wood only. • Load Comb Factor 0.6 Roof Pitch 1, max. 1.50 /12 slope � 6 = 7.1 deg Ro0f Pitch 2, max. 1.50 /12 slope 2 9 = 7.1 deg G Hill Shape Topographic Factor Not Applicable Building Width Perp. To Ridge B = Building Length Parallel To Ridge L = Mean Height Of Roof (ft) hip _ Eave Height (ft) heave = Directionality Constant Kd = 26.8 ASCE 7 Height of Hill or Escarpment (ft) H = Narrowest Half -Width of Hill at Half -Height (ft) Lh = Horiz. Distance From Crest To Bldg. Site (ft) x = Windward Wall Pressures Elev K Intermed. Windward Value q, Wall 0-15 feet 0.849 13.41 psf 9.12 psf 15-20 feet 0.902 14.25 psf 9.69 psf 20-25 feet 0.945 14.93 psf 10.15 psf 25-30 feet 0.982 15.52 psf 10.55 psf 3040 feet 1.044 16.49 psf 11.21 psf 40-50 feet 1.094 17.28 psf 11.75 psf 50-60 feet 1.137 17.96 psf 12.21 psf 60-70 feet 1.174 18.55 psf 12.61 psf 70-80 feet 1.208 19.08 psf 12.97 psf Transverse (Perp. To Ridge) Leeward Wall -5.70 psf (Outward) 11.21 psf 10.55 psf 10.15 psf ).69 pis f 9.12 psf Side Walls 7.98 psf (Outward) Slope 1 - 1.50 112 -8.82 psf -4-41 psf 54 ft 57 ft 15.0 ft 12.0 ft 0.85 5.71 psf !- 4.02 psf \fir` 7 �e�,..,..�� 54.00 ft d h/L Gust Effect Factor 3-Second Gust Power Law Exponent Normal Ht. Of Atmosp, Bndry Layer Velocity Press. Exposure Coefficient IBC Load Factor for ASD Wind - 1605.3.2 Topographic Factor Velocity Pressure @ mean roof ht- Internal Pressure Internal Pressure +/- 4.02 psf 1.06 0,26 G = 0.85 a = 9.5 zg = 900 ft Kh = 0*849 0.60 Kzt = 1.000 qh = 22.35 psf Longitudinal (Parallel To Ridge) Leeward Wall -5.57 psf (Outward) Roof Pressures - Based On Posn. Down Ridge 0 to h/2 h/2 to h hto2h > 2h -5.70 psf Side Walls 7.98 psf (Outward) Pressure 26 psf 26 psf 26 psf 26 psf Horiz prol 16.9 psf 16.3 psf 15.9 psf 15.4 psf 14.8 psf Roof 1 slope: 1.5:12 0.12 rads 7.13 deg Roof 2 slope: 1.5:12 0.12 rads 7.13 deg -- Press, slope 1, roof, horiz proj: 1.8 psf Press, slope 2, roof, horiz proj: 1.8 psf f ConstructionCalc, lnc' Lateral Load Calculator Job No.: t20079 Job Name: Carol Strandberg By: tkg Architect / Designer: Strandberg Design Date: 10/26/2020 Building: house R basic 6.5 rho basic 1.0 SEISMIC LOAD CALCULATOR Seismic Factor: 0.118 (Basic. Ma Roof Snow 25 psf Flr Storage LLO Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Dim 1 Dim 2 Trib Area o Dead weight, psf. Seismic factor. Calc'd seis load n-s a-w 2761,00 1.00 2782.5 0.0 0.0 0.0 0.0 0.0 0.- 0.0 15.0 ; 15.0 ; 15.0 1 15.0 1 15.0 1 15.0 1 15.0 15.0 --- 0.118 --------- 0.118 -- �---------- - 0.118 --------=--------------A-------------A------- 0.118 0A18 0.118 -- 0.118 - I 0.118 -•............. 4925.0 00 --- - - --- 0.0 -- -- ------ �- ----- - - - c --- o-o 0.0 0.0 0. -- o o ----' Dim 1 Dim 2 Mul factorEEL 222.00 1.00 1.00 1.00 1.00 ?.00 1.00 1.00 Trib Area 1332,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 w Dead weight, 10.0 ; 10.0 I 10.0 ;'. 10.0 10.0 ; 10.0 ;. 10.0 I 10.0 psf.; Seismic factor.; 0.118 1 0.118 0.118 0.118 I 0.118 j 0,118 0.118 I 0.118 Calc'd load 1571.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 seis Dim 1 Dim 2 Mul factor 1.00 1.00 1.00 1 1.00 1.00 1.00 1.00 1.00 b . Trib Area 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Dead weight, PS 151 15.0 15.0 15.0 1 15.0 1 15.0 1 15.0 1 15.0 .1 Seismic factor. i 0.118 0.118 0.118 0.118 0.118 0.118 Calc'd seis load 0.0 0.0 0.0 0.0 0.0 0.0 ----------- 0.0 0.0 Other GLs 6496.8 Seismic Applied V Dim 1 Dim 2 Mul factor 6496.8 6496.8 0.0 0.0 0.0 0.0 0.0 0.0 WIND LOAD CALCULATOR Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: n-s e-w 0 0 0 0 0 0 30.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Trib Area 0.0 90.0 0.0 0.0 0.0 0.0 0.0 0.0 Wind psf load; 8.0 1 8.0 8.0 1 8.0 ; 8.. ; 8.0 8.8 - -- Calc'd wind load 0.0 720.0 0.0 0.0 0.0 0.0 0.0 0.0 Dim 1 34.00 30.00 5.50 6.00 Dim 2 Mul factor 1.00 ";.CO 1.00 1.00 1 1.00 1.00 1.00 1.00 X Trib Area 187.0 180.0 0.0 0.0 0.0 0.0 0.0 0.0 Wind psf load; 16.0 16.0 16.0 16.0 ;- 16.0 16.0 16.0 16.0 Calc'd wind load 2992.0 2880.0 0.0 . 0.0 0.0 0.0 0.0 0.0 Dim 1 54.00 57.00 6.00 5.00 � Dim 2 Mul factor 1.00 `s.CO 1.00 1.00 1.00 1.00 1.00 1 1.00 X Trib Area 324.0 285.0 QO 0.0 0.0 0.0 0.0 Wind psf load;16.0 16.0 16.0 16.0 16.0 16.0 j 16.0 Calc'd wind load 5184.0 4560.0 0.0 OA 0,0 OA 0.0 16.0 00 Other GLs. Wind Applied V 8176.0 8160.0 0.0 0.0 0.0 0.0 0.0 0.0 Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: n-s e-vv G G G G G Controlling V 8,176 lb 8,160 !b 0 lb Controlling Force Type - wind wind 0 lb 0 lb 0 !b 0 lb 0 Ib ConstructionCalc, inc Description: n-s Distribution of Lateral Loads Total V, unfactored 8.'IF7 Building: house Wind or Seis control? (w or e) s;-d Total V, factored 4,906 Ib Gridsl 1-3 1 415 Percentage V 50% 1 50% V / grid 21453 lb 27453 Ib 0 Ib Grid Pnl1 Pnl2 Pnl3 Pnl4 0 Ib 0 Ib 0 Ib 0 !b 0 Ib 0 1b Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pni 9 PnI 10 G� nic Adjustments per Grid Grid Rho ad' Grid 0% Leftover 4,906 lb Sum check OK Min. Sum Eh PW use 2.9If 3.8 If 3.8If 19.0 If 2.5 If 4.0 If 9.0 If 45.0 If 55 plf 1PW 36.1 If 68 plf 1PW 10.0 If 6.9 If 6A If 6.8 If 6.0 If Description: e-w Total V,ored Wind or Seis control? (w or Total V, factored 4,896 Ib _ Gridsl a, b I c I d . Percentage VI 40% 1 25% 1 35% V / grid 11958 Ib 11224lb 1,714 Ib 0 Ib Grid Pnl1 Pnl2 Pnl3 Pnl4 Pnl5 Seismic Adjustments per Grid R adjust Grid Rho adj Grid multiplier - - � � � 0% Leftover 0 Ib 0 lb 0 Ib 0 Ib 0 Ib 4,896 Ib Sum check OK Min. Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 4.0If 2.9 If 3.3 If 4.0 If 2.3 If 3.0 If 3.0 If 22.5 if 87 pif 1PW 4.0 1# 306 plf 2PW 15.0 If 114 pif 1PW 2.0 If 2.0 If 15:0 If Uplift CaICUI Panel I.D. Unit lateral load, factored, Eh, plf UpliftRange Panel horiz. length, ft. Panel ht. (mom -arm); ft. Add1 uplift from upper story, Lt. end, Ib Add'I uplift from upper story, Rt. end, Ib Dead point load at Lt. end, lbs. Dead point load at Rt. end, lbs. No. AB's to help keep Lt, end down No. AB's to help keep Rt. end down Dead weight UDL, pif ator c 306 plf i 2.0 ft 8.0 ft 500 Ib 1,440 Ib 2.0 ea. 1.0 ea. 160 plf Uplift Lt. end, ASD comb 7, 8 1,052 Ib #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Uplift Rt. end, ASD, comb 7, 8 988 Ib #DIV/0! #DIV/01 #DIV/01 #DIV/0! #DIV/0! #DN/0! #DIV/0! #DIV/0! ProBeam Tim Garrison, P.E. `' is f UCT10N C ALA Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2018 - 2003 IBC. All designs should be checked by a competent professional. Job t20079 Spans and Supports (Note, pitch and fixity, if any, not shown) Member I.D. 20h Otherinfo. 10/27/20 �r - - Type? Simple span, fully braced V Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 4.00 ft 4.00 ft Allowable Deflection, Main Spans Live Only, L/ Code Minimum - Normal: L/360 & L/240 ............... ............................ - -........................................... ...........................................,:......... ................... .............:., 360 = 0.13 in Total, L/ 240 = 0.20 in N/A = 0.00 in Total, L/ N/A = 0.00 in Pitch if Member Being Designed is Sloped: 0.0 :12 Mem True Len: 4.00 ft Add Self Weight? Yes - Self weight will be added to applied DL qW Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? _No Roof Pitch 1 5 12 I Increase Roof DL for pitch? Yes Live Dead Snow Trib. Width Live Dead Snow Uniform Ld. 1 - Roof 20 psf 15 psf 25 psf 14.00 ft 211.61b/ft 350.0 Ib/ft Uniform Ld, 2 Uniform Ld, 3 Uniform Ld, 4 Uniform Ld, 5 Tot Unif Load - 211.6 Ib/ft 350.0 Ib/ft Loads Point loads are 'I/10 scale 600 400 200 0 0.5 1 1.5 2 2.5 3 3.5 4 45 200 4x And Smaller (Lumber) - %alc'd Member Solutions Using Self Weight of Sawn 2 x 8, 2.8 plf z x e _� 2 x 8 4 2 x 4 Moisture Medium Dry - 18% V Douglas Fir -Larch W (2)2x5 3x6 (3)2x4 4x5 Press Treated? No, Not P.T. V No. 2 _V _ Temp Cond. 100deg F &less Fb Pos 1,241 psi Fb Neg 1,241 psi Allow Pos Mom 1,359 TIMID Allow Neg Mom -1,359 TIMID Allow Shear 1,501 lb Req'd Bearing Support 1 Support 2 Support 3 Support 4 For 2 x 8 1.50 in 1,50 in Press Treated? No, Not P.T. V No. 2 _V _ Temp Cond. 100deg F &less Fb Pos 1,241 psi Fb Neg 1,241 psi Allow Pos Mom 1,359 TIMID Allow Neg Mom -1,359 TIMID Allow Shear 1,501 lb Req'd Bearing Support 1 Support 2 Support 3 Support 4 For 2 x 8 1.50 in 1,50 in Results For 2 x 8 147.63 in^4 Cantilever(s) Defl'I NA E 1,600 ksi Calc'd member OK by: 20.4 El 76,216 ksi Controlling criteria is: Pos Bending Self Wt 2.78 plf Cond's Of Use: Load Duration: 1.15-Snow Reactions Support 1 Support 2 Support 3 Support 4 Moments $UpROrf 1 SUppprt 2 $upDprt 3 $URPOf[ 4 Max Total 1,129 Ib 1,129 Ib - - 0 ft-Ib 0 ft-Ib 0 ft-Ib 0 TIMID Min Total 429 Ib 429 Ib 0 TIMID 0 TIMID 0 ft4b 0 TIMID Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.200 in 0.200 in 0.200 in Max Dn Defl -0.043 in Allowed 0.200 in 0.200 in 0.200 in ProBeam v7 WC 5-23-19 67 Tim Garrison, P.E. ProBeam v6.0 Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2018 - 2003 IBC. All designs should be checked by a competent professional. Job t20079 Member I.D. 21h Otherinfo. 10/26/20 Type? Simple span, fully braced V Left Cantilever Span 1 SDan 2 5pan 3 Right Cantilever Tot Member Length Lenth of Spans: 6.00 it 6,00 it Allowable Deflection, Main Spans Live Only, L/ Code Minimum - Normal: L/360 & L/240 :........................................................................................:........................... ............ ........................................... 360 = 0.20 in Total, L/' 240 = 0.30 in N/A = 0.00 in Total, L/ N/A = 0.00 in ......................................................4............................................................. ................... Pitch if Member Being Designed is Sloped: 0.0 :12 Mem True Len: 6.00 ft Add Self weight? Yes - Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member ' Roof Pitch 1 5 12 Loads From Continuous Member? . No ' Increase Roof OILforfor Yes Live Dead Show Trib. Width Live Dead Snow Uniform Ld. 1 -Roof Uniform Ld. 2 Uniform Ld. 3 Uniform Ld. 4 Uniform Ld. 5 Tot Unif Load - 211.6 Ib/ft 350.0 Iblft Loads Point loads are1/10 scale 600 400 200 0 200 1 2 3 4 5 6 Solutions Using Solutions Using Self Weight of Sawn 2 x 12, 4.3 Of2 x 12 (4) 2 x 6 Moisture Medium Dry - 18% (2)2x8 3x10 (3)2x8 4x8 Req'd Bearing For 2 x 12 Support 1 1.81 in Calc'd Member zx12 V w Douglas Fir -Larch � Press Treated? No, Not P.T, V Temp Cond. too deg F &less � Support 2 1.81 in No.2 � Fb Pos 1,034 psi Fb Neg 1,034 psi Allow Pos Mom 2,726 ft-Ib Allow Neg Mom -2,726 ft-Ib Allow Shear 2,329lb Support Support 4 Load Duration snow: t.is Repetitive Flat Use? No V 1177.98 in^4 E,1,600 ksi El 284,766 ksi Self Wt 4.31 plf Fv 207 psi Fcp 625 psi Results For 2 x 12 � % Overdesign Pos Bending 7.1 Neg Bending NA Shear 37.2 % Span(s) Defl'n 417.7% Cantilevers) Defl'n NA Calc'd member OK by: 7.1% Controlling criteria is: Pos Bending Cond's Of Use: Load Duration: 1.15-Snow Reactions $Upppft 1 SUppOrt 2 SUppOrt 3- Support 4 MOmentS SupDDrt 1 suppDrt 2 SUppOrt 3 SUDpOrt 4 Max Total 1,698 Ib 1,698 Ib - - 0 ft-Ib 0 ft-Ib 0 ft-Ib 0 ft-Ib Min Total 648 Ib 648 Ito 0 TIMID 0 TIMID 0 TIMID 0 TIMID Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl 0.000 in Allowed 0.300 in 0.300 in 0.300 in Max Dn Defl -0.058 in Allowed 0.300 in 0.300 in 0.300 in ProBeam v7 WC 5-23-19 C8 Tim Garrison, P.E. %w. r4S, 1 ;-T=C),t f 1_ C ProBeam v6.O Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2018 - 2003 IBC. All designs should be checked by a competent professional. Job t20079 Spans and Supports Note, pitch and fixity, f an not shown P PP ( Y� i Y, ) Member I.D. 22h Other Info. 10/27/20 o 2 4 - 8 10 12 14 IV Type? Simple span, fully braced Left Cantilever. Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 18.00 ft 18.00 ft Allowable Deflection, Main Spans Live Only, L/ Code Minimum - Normal: U360 & L/240 ............................................ _,..................4........................,:................4......................4 .................................. 360 - 0.60 in Total, L/' 240 = 0.90 in N/A = 0.00 in Total, L/ N/A = 0.00 in ...................................:...........4.....................: ......_; Pitch if Member Being Designed is Sloped: 0.0 :12 Mem True Len: 18.00 ft Add Self W eight? yes -Self weight will be added to applied DL q Loads: psf Uniform Loads Over Full Length of Member Loads From Continuous Member? - -, _No Increase ---- Roof DL for pitch? yes -.. r--------------------' Roof Pitch 1.5 :12 Live Dead Snow Trtb. Width Live Dead Snow Uniform Ld. 1 - Roof 20 psf 15 psf 25 psf 3.00 ft 45.4 Ib/ft 75.0 Ib/ft Uniform Ld. 2 40 psf 15 psf Uniform Ld 3 52 Uniform Uniform Ld. Ld. 4 5 60 psf 10 psf 10 psf 2.00 ft - 20.0 Ib/ft Tot Unif Load - 65.4 Iblft 75.0 Ib/ft Loads Point loads are 1I10 scale 150 100 50 0 18 20 2 4 6 8 10 12 14 16 50 Glu Lam Calc'd Member Results For 5.5 x 9 Solutions Using Self Weight of Glulam 5.5 x 9, 12.7 plf Misc manufacturers � Load Duration % Overdesign 2.5 x 10.5 5.125 x 9 8.75 x 9 Moisture Medium Dry - 18% V 5.5 x 9 W Snow: 1,15 V Pos Bending 175.6 3,125 x 10.5 5.5 x 9 Press Treated? No, Not P.T. V 24F-V4, DF/DF w Neg Bending NA 3.5 x 10.5 6.75 x 7.5 Temp Cond. 106 deg F & less V Fb Pos 21760 psi Fv 305 psi Shear 630.3 % Fb Neg 21127 psi Fcp 650 psi Span(s) Defl'n 49.8% Allow Pos Mom 17,076 ft-lb 1 334.13 inA4 Cantilever(s) Defl'n NA Allow Neg Mom-133163 ft-lb E 11800 ksi Calc'd member OK by: 49.8% Allow Shear 10,057 lb El 601,425 ksi Controlling criteria is: Deft - Span Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 12.66 plf For 5.5 x 9 Cond's Of Use: Load Duration:1.15-Snow 1.50 in 1,50 in Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 Max Total 1,377 Ib 1,377 Ib - - 0 ft-Ib 0 ft-Ib 0 ft-Ib 0 ft-Ib Min Total 702 Ib 702 lb 0 ft-Ib 0 ft-lb 0 ft-Ib 0 ft-Ib Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Carl Max Up Defl - 0.000 in - - - Allowed 0.900 in 0.900 in 0.900 in Max On Defl -0.601 in Allowed 0.900 in 0.900 in 0.900 in ProBeam v7 WC 5-23-19 G9 ProBeam Tim Garrison, P.E. v6.0 Important: Notches and connectors not cosidered. Dynamic loading not considered. Compliant with 2018 - 2003 IBC. All designs should be /checked by a competent professional. Job t20079 Spans and Supports (Note, pitch and fixity, if any, not shown) Member I.D. 30b Other Info. 10/26/20 T 2 Type? Simple span, fully braced V Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tot Member Length Lenth of Spans: 11.00 ft 11.00 ft Allowable Deflection, Main Spans Live Only, L/ Code Minimum - Normal: L/360 & L/240 360...................................................... ........... ................. i = 0.37 in Total, L/.....240 i = 0.55 in N/A = 0.00 in Total, Ll...........N/A..= 0.00 in Pitch if Member Being Designed is Sloped: Eo.0 :12 Mem True Len: 11.00 ft Add Self W eight? Yes -Self weight will be added to applied DL V Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? No ' — Increase Roof DL for pitch? Yes V Roof Pitch --------------------- 1.5 :12 Live Dead Snow Trib, Width Live Dead Snow Uniform Ld. 1 - Roof 20 psf 15 psf 25 psf 5,00 ft 75.6 lb/ft 125.0 lb/ft Uniform Ld. 2 40 psf 15 psf Uniform Ld. 3 52 psf Uniform Ld. 4 60 psf 10 psf Uniform Ld. 5 10 psf 4.00 ft 40.0 lb/ft Tot Unif Load - 115.6 Iblft 125.0 Ib/ft Loads Point loads are 1/10 scale 300 200 100 0 2 4 6 8 10 1 on And Smaller (Lumber) Calc'd Member rtions Using Self Weight of Sawn 4 x 10, 8.3 plf 4z 10 � Repetitive Allow Pos Mom 5,165 ft-lb 1230.84 in^4 Results For 4 x 10 (4) 2 x 8 Moisture Medium Dry - 18 % V Douglas Fir -Larch. V Repetitive (2) 2 x 10 3 x 12 Press Treated? No, Not P.T. qW No. 2 (3) 2 x 8 4 x 10 Temp Cond. 100 deg F & less v Fb Pos 1,242 psi Fb Neg 1,242 psi Req'd Bearing Support 1 Support 2 For 4 x 10 1.50 in 1.50 in Load Duration snow: 1.1s Use? No � Flat Use? No V Fv 207 psi Fcp 625 psi Allow Pos Mom 5,165 ft-lb 1230.84 in^4 C Allow Neg Mom -5,165 ft-lb E 17600 ksi Allow Shear 4,468 lb El 369,345 ksi Support 3 Support 4 Self Wt 828 plf � % Overdesign Pos Bending 37.2% Neg Bending NA Shear 226.4°/ Span(s) Defl'n 147.8% antilevers) Defl'n NA Calc'd member OK by: 37.2% Controlling criteria is: Pos Bending Cond's Of Use: Load Duration:1.15-Snow Reactions Controlling criteria is: Pos Bending Cond's Of Use: Load Duration:1.15-Snow Reactions Support 1 Support 2 SUppOrf 3 Support 4 Moments $lJpppft 1 $U ppOrt 2 $Uppgrt 3 SUppgrt 4 Max Total 1,369 Ib 1,369 Ib - - 0 ft-Ib 0 ft-Ib 0 ft-Ib 0 ft-Ib Min Total 681 Ib 681 Ib 0 ft-Ib 0 ft-Ib 0 ft-Ib 0 ft-Ib Min Load Case Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr Max Up Defl - 0.000 in - - - Allowed 0.550 in 0.550 in 0.550 in Max On Defl -0,222 in Allowed 0.550 in 0.550 in 0,550 in ProBeam v7 WC 5-23-19 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies Strandberg - 3939 Rock Ridge Parkway, Anacortes, WA PARCEL# P134312 MAIN FLOOR: 1,537 sf Conditioned Floor Area 1,537 Component Performance, R occupancies Doors U = 0.300 Overhead Glazing U = 0.500 Vertical Glazing U = 0.300 Flat/Vaulted Ceilings U = 0.026 Wall (above grade) U = 0.056 Floors U = 0.029 Slab on Grade F = 0.540 Below Grade Wall U = 0.042 Below Grade Slab F = 0.570 Missing Vertical Glazing Information �f���� } ,� I � NOV 0 6' 2020 � { �'�`�`�' OFi�NA�ORTF�' Code Target Values Area UA 96 29 0 0 231 69 1,540 40 1,804 101 0 0 1,540 832 0 0 0 0 Target UA Total 1,071 Target Credits from Table 406.2 3.5 Proposed Design Area UA 96 27 0 0 454 123 1,540 42 1,580 63 0 0 1,540 554 0 0 0 0 Proposed UA Total 809 Proposed Credits from Table 406.2 3.5 If the Proposed UA s the Target UA, and the Proposed Credits from Table 406.2 are >_ those required in Section R406.2, then the home meets the 2015 WSEC. Exterior Doors Plan ID D01 Codel Door D04 Codel Door D05 Codei Door Component Description Door Width Height Ref. U Ot. Feet i"on Feet �"°n Area UA � Custom 0.28 1 6 8 48 13 � Custom � Custom 0.28 1 3 8 24 7 0.28 1 3 8 24 7 � 0 _ � 0 0.00 0 0 0.00 0 0 � 0 � 0 0.00 0 0 0.00 0 0 Overhead Glazing: Plan Component ID Description Sum of Area and UA Glazing Width Height Ref. U Ot. Feet �"°n Feet �"`n 96 27 Area UA s ,,,��■�■�� Sum of Area and UA 0 0 Copyright 2013, WSUEEP10-009 (Version 11) Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 11/6/2020 1 of 4 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies Vertical Glazing Plan ID Component Descriotion Glazing Width Height Ref_ U Qt_ Feet finch Faet finch grey IlA W01 Milgard Montecito ® 0 Milgard Montecito ®_ 0 Milgard Montecito _ ® 0 Milgard Montecito ® 0 Milgard Montecito ® p Milgard Montecito � p 0.27 1 6 ° 2 ° 12 3 W02 0.27 5 3 ° 1 a 25 7 W03 0�27 2 2 ° 4 ° 16 4 W04 0.27 1 3 ° 4 ° 12 3 W05 0.27 4 3 ° 2 ° 24 6 W06 0.27 6 4 ° 2 ° 48 13 W07 Milgard Montecito e 0 Milgard Montecito ® 0 Milgard Montecito � 0 0.27 7 4 ° 6 ° 168 45 W08 0.27 7 3 ° 6 ° 126 34 WOg 0.27 4 3 s 1 a 23 6 W10 Milgard Montecto � 0 0.27 0 0 W11 Milgard Montecito � 0 Milgard Montecito _ � 0 Milgard Montecito ® 0 Milgard Montecito � 0 Milgard Montecito � 0 0.27 0 0 W 12 0 27 0 0 W13 0.27 0 0 W14 0.27 0 0 W15 0.27 0 0 W16 Milgard Montecito ® 0 Milgard Montecito _ ® 0 Milgard Montecito _ 0 Milgard Montecito � 0 Milgard Montecito ® 0 Milgard Montecito � 0 Milgard Montecito + 0 Milgard Montecito_ ® 0 0.27 0 0 W17 0.27 0 0 W18 0.27 0 0 W19 0.27 0 0 W20 0.27 0 0 W21 0.27 0 0 W22 0.27 0 0 W23 0.27 0 0 W24 Milgard Montecito � 0 0.27 0 0 W25 Milgard Montecito � 0 0.27 0 0 W26 Milgard Montecito � p 0.27 0 0 W27 Milgard Montecito � 0 0.27 0 0 W28 Milgard Montecito � 0 0.27 0 0 W2g Milgard Montecito � 0 0.27 0 0 W30 Milgard Montecito � 0 0.27 0 0 W31 Milgard Montecito � 0 0.27 0 0 W32 Milgard Montecito � 0 0.27 0 0 W33 Milgard Montecito � 0 0.27 0 0 W34 Milgard Montecito �_ 0 Milgard Montecito - 0 Milgard Montecito � 0 Milgard Montecito � 0 Milgard Montecito ® 0 Milgard Montecito ® 0 Milgard Montecito � 0 0.27 0 0 W35 0.27 0 0 W36 0.27 0 0 W37 0.27 0 0 Wag 0.27 0 0 W39 0.27 0 0 W40 0�27 0 0 W41 Milgard Montecito �_ 0 Milgard Montecito ® 0 Milgard Montecito ® 0 Milgard Montecito � 0 Milgard Montecito _ � 0 Milgard Montecito � 0 Milgard Montecito � 0 0�27 0 0 W42 0�27 0 0 W43 0 27 0 0 W44 0.27 0 0 W45 0.27 0 0 W46 0.27 0 0 W47 0.27 0 0 W48 Milgard Montecito � 0 0.27 0 0 W49 Milgard Montecito � 0 0.27 0 0 W50 Milgard Montecito � 0 0.27 0 0 W51 Milgard Montecito � 0 0.27 0 0 W52 Milgard Montecito � 0 0.27 0 0 W53 Milgard Montecito � 0 0.27 0 0 � 0 e 0 0.00 0 0 0.00 0 0 Sum of Area and UA 454 123 Glazing Area Weighted U 0.270 Copyright 2013, WSUEEPI0-009 (Version 11) Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 11 /6/2020 2 of 4 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies FIat/Vaulted Ceilings Plan Component ID Description Manufactured Trusses W/ R-49 Blown Walls (Above Grade) Plan Component ID Description 2x6 Wall With R-21 Insulation Floor (over crawl or exterior) Plan Component Attic Ref. U � Custom 0.027 � 0 0.000 _� 0 0.000 � n n nnn Wall Ref. U _ � Custom 0.040 � 0 0.000 � 0 0.000 � 0 0.000 Slab on Grade (less than 2 feet below grade) Plan Component ID Description R10 Fully insulated Below Grade Walls and Slabs Plan Component Floor Ref. U � Custom 0.000 � 0 0.000 � 0 0.000 � 0 0.000 Slab Ref. F � 10-2 0.360 � 0 0.000 � 0 0.000 � 0 0.000 Wall Ref. U Sum of Area and UA Sum of Area and UA Sum of Area and UA Sum of Area and UA Wall Wall Slab Area UA F Area UA 1,540 42 0 0 0 1,540 42 Net Area UA 1,580 63 0 0 0 1,580 63 Area UA 0 0 0 0 0 0 Slab 1,540 554 Slab Slab Length UA � 0 0.000 0.0 0.000 0 _ � 0 0.000 0.0 0.000 0 � 0 0.000 0.0 0.000 0 � 0 0.000 0.0 0.000 0 Sum of Area, Length and UA 0 0.0 0 0 Copyright 2013, WSUEEPIO-009 (Version 11) Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 11 /6/2020 3 of 4 2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies Table R406.2 Summary Opt. Description Credits) 1a Efficient Building Envelope 1a 0.5 � 1 b Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 � 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 � 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 ❑ 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 � 5d Efficient Water heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 Credits `Please refer to Table R406.2 for complete option descriptions kWh 3.5 0.5 0.5 1.0 1.5 Copyright 2013, WSUEEPIO-009 (Version 11) Copied by permission from Washington State University E#ension Energy Program. (see copyright restrictions) 11/6/2020 4 of 4 - - -- - -- --------------- - - -� ----- -- -------------------- - ------------- - ---------------- - - - 29TH STREET I ` ' r � � r I U I -TRACT _'D - -.-_ 9� R0C� -- -_ _ \ i lee PHASE 1 I =' AF 12007012461094 \ _— --J - �� %%' 7.35 ACRES '1 I `\ ' �,� �� j ���� of fit fe If I ell if �QP41 ---- - d ell ee ell of ef' zell TRACT A PHASE bey LOT 11 N0.le , fee" / f, �; w It ` AF #200701240094 AF #200806300 zb`" �y'to�7soo sF " le 0.87 ACRES 5,59 ACRES �- �� �'eb LOT 10 f y9/ 7,503 SF It e OR fle Q. LOT 9 �Na 'yJ, ,( / • I / i \ \ 7,503 SF L ' b^ / -.-�` \ ` • / I op Pp LOT a 0. z� P_ �n 1 I % I If 7503 SF V N °o 3 , of ze LOT IbrO �C % / 1355I SF i' �If , �." � - _ ` \TRAiFT/ "B 922 �`m$Qi G If', � LOT 7 . LOT 2 PHASE 4 4 10,095 SF fee,/ Aa/ J,647SF 1 \ \ \\\ \ a4• e w AF #201711060065 aoD 3.84 ACRES, F ^ s �' LOT 13ilk I a j LOT 2 'e�°B e,741 $F l \ \ \ 11,842 SF ''�` LOT 6 spy i �� ti t P s z19r ar / 8,712 SF L._ r3,2®F LOT SH'et6°s HASE 5 s�.t,96� �4LOT J $F'� PHA of j \ /it/094 it it 1 8L793OT r5F L.Ow, Lo,599 SF I ;' L0T215/f� 422 ACRES % .� �f �I � Y$o o0,ti s*it g 'ems• 12• LOT 4 43�46` 2' g 696g9.V 11,010 SF LOT 11 Ip LOT 4 123'9, 92 / 91390 SF ,m ;�•, tlD 11,941 SF f 141.31• // ® '9 DD• u a`_ LOT 16 / i " N 6a� • b m •�/H• D sBz5' .1�i rn 9,382 SF LOT 3 3a.9T ,z44 n s �, 4 i LOT 12 w G94' 30,807 SF ti N' v 6g'47• " ie / ' ,- LOT 5 ' 9,592 SF S•5g6v N �93• ,? 124. 89• f h / / 10,542 SF ® • gof / z ^ 1g%'' 4'f �'^ 421y.4 m; / LOT 17 8,321 SF % i ' 8,483 SF LOT 13 w LOT 2 ? 9,043 SF S' 8 9,203 SF n m ryq,� Il7499'4LOT 6 10,276 SF a fee - q LOT IS s9,830 SF N_BB• 2 a6' V 176.D1' - `ft• °jy ^� \ •\ a I \ D LOT ` ROC( RIDGE PARKWAY 4' tO {q ' a' bA TRACmm• "B " ' 1 r>g 19.17' " %� AF #200701240094 7 N 86Y2'4B' V 2a0.00' 10'24 10'3® -. LOT 19 E -- - �� % i 4,20 ACRES\ ,�, ers • 121659 SF w a LOT 9 a / / LOT 8 11,281 SF _'Id IJ;J27 SF z � .. ell A 1 0 ti m rn Q� a � v, CQ �xcc a a � W �i w o C V, ad'd W NOV 0 6 2020 �` r'E1 Cn °STY i�F ANACORTF.'1rommomi .� F 1 �, HERR UM N0. C 1 GRAPHIC SCALE �p�/ 60 0 30 60 120 240 : RSV. - z7ao� JOB NO:2015-146 1 IN FEET )sy�j�"'� DATE: W 2018 1 Inch = 60 1L 5-14-1018 SCA m I'=ED• I :I:• I :I:1' ' . I ®� ao� PROJECT DESCRIPTION PROJECT INFORMA ION J.STERLINGNEW SINGLE o RESIDENCE FAMILY�� PROJECT ADDRESS: J. STERLING �.O E ZONING TYPE: R-2 1r4 � ~ 3939 ROCK RIDGE PARKWAY, 1/4'1=11 U.N.O. r 3 Ak �� �°- �' FILECOpy ANAC 98221 9y90 + A"~a— or gZ2VIor r CITY OF A AC� � 114=2020 CODE COMPLIANCE `® P ff"DEPT• ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND J T �� �+ D��Y P �,�� ORDINANCES AND THE FOLLOWING: • -2015INTERNATIONAL RESIDENTIAL CODE 1:PROVED PLANS .2015 WASHINGTON STATE ENERGY CODE 2015 UNIFORM PLUMBING CODE DEFERRED SUBMITTALS 0 HERMIT S: 13`j (, ADDRESS. 3 1. MECHANICAL HVAC SYSTEM DRAWINGS 2. ELECTRICAL POWER ff 3. NATURAL GAS DISTRIBUTION DRAWINGSAPPROION VEDAPPROVED'v�� 4. PLUMBING DRAWINGS 5 ROOF TRUSS DRAWINGS / CALCULATIONS SPECTI SUBJECT �� R DO �I 6. FLOOR JOIST DRAWINGS/CALCULATIONS TO FIELD fN � � 7. LANDSCAPE PLANS _ aR1�A # lO 3 8, LIGHTING PLANS 9. CABINET SHOP DRAWINGS SNAIL NOT SE ALTERED WIT '�"° 10, CUSTOM HARDWARE / BRACKET SHOP DRAWINGS /� g 11, FIRE SPRINKLER (IF APPLICABLE) V /1 12, SOLAR PANELS (IF APPLICABLE) 13. ELEVATOR PERMIT (IF APPLICABLE) FIRE AREA: 2,114 SF 0 FIRE FLOW REQ. = 1,500 GPM DESIGN INFORMATION y ' 3 BUILDER: STRANDBERG CONSTRUCTION, INC. _ °' w NEAREST HYDRANT = 70.5' m mF P.O. BOX 319 ry ANACORTES WA 98221 HYDR/iNfi:9 (Ih !U/ o mp _ N �} 360-293-7431 I� ['1 nn n j� ���'''111 FLOW TEST = 5!/ m a a M 3 DESIGNER: JASON STERLING - STRANDBERG CONSTRUCTION INC. JF]H[ ]E SS Jl ]l \`A\N ]D� ]B� ]E ]l \`�V� ]E� ]E � ][ ]D> ]E 1�(C ]E Nov o s Bozo ;p JASONS@STRAN DB ERGCONSTRUCTION.COM 3939 ROCK RIDGE PARKWAY, ANACORTES, WA 98221 xm DRAFTSMAN: JASON STERLING - STRANDBERG CONSTRUCTION INC. JASONS@STRANDBERGCONSTRUCTION.COM ( OF ANACOFITFr Z (D w Q co LAYOUT PAGE TABLE REVISION TABLE LL PG# TITLE COMMENTS CONTRACT DATE UJ 00 W 0 COVER SHEET PG# DATE DESCRIPTION 0 Z IW— C1 SITE & LANDSCAPE PLAN uJ o ° W Ou C2 STORMWATER BMP'S w � ° Q C3 CURB, SIDEWALK, AND DRIVEWAY M AO ARCHITECTURAL NOTES Al FOUNDATION PLAN A2 FOUNDATION DETAILS °g fake A3 MAIN FLOOR PLANgal A4 ROOF FRAMING PLAN I �sI€€ A5 BUILDING SECTIONS c=i� elal A6 BUILDING SECTIONS ea�c w w�el A7 EXTERIOR ELEVATIONS A8 EXTERIOR ELEVATIONS Uol;o o SO STRUCTURAL NOTES Io S1 ENGINEERING INFO MAIN PLAN OWNER APPROVAL INITAL PAGE#: PAGE: EAS AI '� TOTAL LIVING AREA: 12537 SQ.FT. 1,537 SQ.FT. 6AiGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. pow wvl Y' lftVT E Jill :W VIM I till 2965 r. VIM ra ill 3V54 �_ - ,v w114 jzsil 2 VICINITY MAP- NO SCALE r 475' \ A16 Lob � r F '� ; l P� X' Vie �$ ROSgDk \\�l Its IV \ PATIO 2� ' 71 t'SOILSTOCKPILE \ \ E EV �\ SFR ' c,yit , \ \ It If 480' / GARAGE FF = 476' \ V / .�-�%.��.r/�//� . FF = 476' � � / V7 AOG ItVV I I I FIRE HYDRANT 929 I TO PROPERTY I It LANDSCAPE LEGEND LAWN AREA OR / EXISTING VEGETATION / CONCRETE DRIVE DRIVEWAY VINCOV'D °Z i / / 9 6 SF G SENTRY ' MULCH -PLANTING BED x LOT 1 K / / V. r Is 81483 SF ZONE R-2 474 �6 / � y � EXISTING BEDROCK W I %07 �' 0 Q I D ,,,. , .Olt 10 16 < VIP A s e478. .'/ ELEV �' i SELSACK _ ''/ / NT _ I - ZAK - - QP e SHARED CONCRETE WASHOUT LOCATED DEVELOPMENT 2 OFFSITEAT ROCK RIDGE DEVELOPMENT /r JOC - - -- - - -- - - -- --=-------- - - - I I I I I - I I - I r-• ------ - -------- •-------L-----------=--- -- FIRE HYDRANT 923 -70.5' TO PROPERTY PLAN AREAS MAIN FLOOR TOTAL LIVING AREA: GARAGE ENTRY PORCH DECIDUOUS TREE CONIFERTREE SHRUBS/PLANTINGS MINIMUM TREE DENSITY Calwlatlon of Me Total Tree Units Required. The total number of tree clubsrequired to be previtletl by a regulated project or tree conservation permit approval listed In Section 16.59.100 shag be calculated by dividing gross site area, minus any public or private street rightsof-way, by one Nousand Table 16.50.120(D). The result of the calculation volt be the IaW number of tree units required for the project approval LU vdNin the butitling site. LOT SIZE: 8,483 SOFT TREES REQUIRED: 9 LOT INFORMATION LOT SIZE : 8,483 SQ.FT. CLEARING LIMITAREA: ENTIRE LOT MAX BUILDING COVERAGE (35%):2969 SOFT. ACTUAL BUILDING COVERAGE (24%) = 2037 SQ.FT IMPERVIOUS ROOF AREA WI OVERHANGS: 2600 SQ.FTV IMPERVIOUS DRIVEWAY & SIDEWALK AREAS: 1323 SQ.FT. TOTALIMPERVIOUS AREA: 3923 SQ.FT. PARCELc#�+P134312 ADDRESS: 3939 ROCK RIDGE PARKWAY,ANACORTES, WA 99221 OWNER: STRANDBERG MINIMUM REQUIREMENT #2 BMP'S A BMP TS.13: POST -CONSTRUCTION C2 SOIL QUALITYAND DEPTH B BMP C233: SILT FENCE C2 BMP C105: STABILIZED CONSTRUCTION ENTRANCE /EXIT STORM DRAIN INLET PROTECTION I-40.20-00 BMP C235: WATTLES F BMP C123: PLASTIC COVERING C2 /SOIL STOCKPILE 1,537 SOFT. G C2 BMP C754: CONCRETE WASHOUT AREA 1,537 SQ.FT. 503 SQ.FT C2 BMP C130: SURFACE ROUGHENING 74 SQ.FT. J. STERLING e N � V: Q � Q O z mF w o p �, 0 GOO o N 0 m as M� W a U 0 Z ZQ a ^Q W . Q BMP C154: CONCRETE WASHOUT AREA PURPOSE PREVENT OR REDUCETHE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WASHOUT OFF4IITE, OR PERFORMING ONSITEWASHOUT INA DESIGNATED AREATO PREVENT POLLUTANTS FROM ENTERING SURFACE WATERS OR GROUND WATER. CONDITIONS OF USE CONCRETE WASHODTAREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE -CONCRETE IS USEDAS ACONSTRUCTION MATERIAL - ITIS NOT POSSIBLE TO DISPOSE MALL CONCRETE WASTEWATERAND WASHOUT OFFSITE(READY MIX PLANT, ETC.). -CONCRETETRUCKS,PUMPERS,OROTIIERCONCRETECOATEDEQUIPMENTAREWASHEDONSITE. NOTEAFLESSTHAN 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ONSITE, THE WASHWATER MAY BE DISPOSED OF IN A FORMED AREAAWATTING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR GROUNDWATER. THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM DRAINS, OPEN DITCHES, OR WATER BODIES, INCLUDING WETLANDS. @) BMP C235: WATTLES PURPOSE WATTLESARETEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW, COMPOST, OR OTHER MAIIR THATISWRAPPEDIN BIODEGRADABLETUBULARPLASTICORSIMIIARENCASINGMATERiA,THEYREOUCETHE VELOCNYAND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF, AND CAN CAPTURE AND RETAIN SEDIMENT. WATTLES ARE TYPICALLY8T010INCHES INDIAMETER AND 25T030FEET INLENGTH. WATTLES AREPIACEDINSHALLOW TRENCHES AND STAKEDALONGTHE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES. SEE FIGURE 1F42.14 WATiLES(R. 37e) FOR TYPICAL CONSTRUCTION DETAILS. WSDOT STANDARD PLAN lFW.3M0ALS0 PROVIDES INFORMATION ON WATTLES (HTIPlhNNWWSDOT.WA.GOVA)ESIGN/STANDAR03IPLAN3.HTMpSECTIONI) CONDITIONS OF USE USE WATTLES: - IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. - ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DEIAYB, OR OVER WINTER MONTHS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. - THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE, GENERALLY, WATTLES ARE TYPICALLY EFFECTIVE FOR ONE TO TWO SEASONS. -PREVENT RILUNG BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT WATER FROM PASSING BETWEEN THEM. Qc BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT PURPOSE STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENTTRANSPORTED ONTO PAVED ROADS BYVEHICLES OR EQUIPMENT. THIS IS DONE BY CONSTRUCTINGASTABILIZED PAD OFQUMRY SPALLSAT ENTRANCES AND EXITS FOR CONSTRUCTION SITES. CONDRIONSOFUSE CONSTRUCTION ENTRANCES SHALL BE SIMI VFn WHEREVERTRAFFIC WILL BE ENTERING OR LEAVING ACONSTRUCTION SUE IF PAVED ROADS OR OTHER PAVED AREASARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABNZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLYAT THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHNADTH TO PROVIDE VEHICLEACCESSIPARXLNG, BASED ON LOT SIZECONFIGURATION. ON LARGE COMMERCIAL, HIGHWAYAND ROAD PROJECTS, THE DESIGNERSHOULD INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN THE INITIAL CONSTRUCTION SWPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL TAKE PLACE: ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. Q BMP T5.13: POST=CONSTRUCTION SOIL QUALITY AND DEPTH PIIRM.RFANnn NATURALLY OCCURRING (UNDISTURBED) SOILAND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS INCLUDING: WATER INFILTRATION; NUTRIENT, SEDIMENE.AND PoLLUTANTAOSORPTION;SEDIMENTANO POLLUTANT BICLUDI ATION: WATER INTERFLOW STORAGE AND TRAI,AND PION:ANO POLLUTANT DECOMPOSITION. THESE FUNCTIONS ARE LARGELY LOSTWHEN DEVELOPMENT STRIPS AWAY NATIVE BOILAND VEGETATION AND REPLACES TTWITH MINIMAL TOPSOILAND SOD. NOT ONLYARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPESTHEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, PgRTILIZERSANDOTIIERLANDSCAPINGANDHOUSEHOLDANDUSTR CHEMIMS,THECONCEWT TIONOFPETWA s, AND POLLUTANTS THATACCOMPANY ROADSIDE L.ITTE.R. ESTABLISHING SOIL QUALITYAND DEPTH REGAINS GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENTAND HABITATION, AND MINIMIZES THE NEED FOR SOME LANDSCAPING CHEMICALS, THUS REDUCING POLLUTION THROUGH PREVENTION. APPI ICA InNA AM I IMITATIONS ESTABLISHING A MINIMUM SOIL QUALTTYAND DEPTH IS NOT THE SAMEAS PRESERVATION OF NATURALLY OCCURRING SOIL AND VEGETATION. HOWEVER ESTABLISHING AMINIMUM SOIL QUALRYAND DEPTH WILL PROVIDE IMPROVED ON -SE MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY. SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH NUMEROUS MATERIALS SUCH AS COMPOST, COMPOSTED WOODY MATERIAL, BIOSOUDS, AND FOREST PRODUCT a E - T `0 — J. STERLING J. STERLING 1/4e=1' U.N.O. - - 11=4=2020 - DESIGN CRITERIA -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION A NO PARALLELTO THE SLOPE CONTOUR -NARROW TRENCHESSHOULDBEAUTOCROSSTHESLOPEONDNTOURTOADEPTH OF3-TONTOU"NCES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES, ON LOOSE SOILS, STEEP SLOPES, AND AREAS WITH HIGH RAINFALL, THE TRENCHES SHOULD BE DUG TO A DEPTH OF S TO T-INCHES,ORIQ TO OF THE THICKNESS OF THE WATTLE. -CAVTEDBDTERIN.ING NCHES EVENLY LONGINSTALLINGHEUPUPHILLWATTLESLOPE AND WORK UP. SPREAD AND COMPACTED USING EXCAVATED TE TRENCHES AT INTERVALS OF 10 IT 2L SLOPE AND COM LNG ON USING HAND TAMPING E SLOPE, METHODS. -CONSTRUCTSAT INTERVALSOFIO-T02SFTHERTE TRIENCN THE STEEPNESS 0FTHE SLOPE, SOIL TYPE, AND RAINFALL TI1E STEEPERTHE SLOPETME CLOSERTOGETHERTHETRENLHES. - INSTALLTHE WATTLES SNUGLY INTO THE TRENCHES AND ABUTTIGHTLY END TO END. DO NOT OVERLAPTHE ENDS. -INSTALLSTAKESATEACH END OFTHEWATTLEAND AT4-FOOTCENTERSALONG ENTIRE LENGTH OFWATTLE. -IFREQUIRED,INSTALLPILOTHOLES FORTHESTAKES USINGASTRAIGHTBARTODRIVEHOLESTHROUGHTHEWATTLE ANDINTOTHESOIL -WOODEN STAKES SHOULD BEAPPROXIMATELY 3/6X3/4%24INCHES MIN. WILLOW CUTTINGS OR 3I8-INCH REBAR CAN ALSO BE USED FOR STAKES. -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3INCHES OF THE STAKE PROTRUDING MOVE THE WATTLE, MAIMENANCE STANDARDS - WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEYARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, ESPECIALLYAFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEETTHE SOIL QUALITYAND DEPTH BMP BE APPROPRIATE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE IT IS IMPORTANT THAT IMPORTED TOPSOILS IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES. THIS SMP CAN BE CONSIDERED INFEASIBLE ON 1NLLSSOIL SLOPES GREATER THAN 33 PERCENT. pSOIL GI - RETENTION. RETAIN, INAN UNDISTURBED STATE, THE DUFF WYERANp HE DUFF OPSOIL N THE MAXIMUM EXTENT SOIL PRACTICABLEINANYAREA$REQUIRING GRADING REMOVE AND STOCKPILENEGUFF LAYER AND TOPSOIL ON SUE IN DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICALAREAS, TO BE REAPPLIED TO OTHER PORTIONS OFTHE SUE WHERE FEASIBLE. - SOILOUALTTY,ALLAREAS SUBJECTTO CLEARINGAND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTOA DRAINAGE FACILITY OR ENGINEERED AB STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1. ATOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OFIO% DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, ANDA PH FROM GJ)TO8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 41NCHE3 WITH SOME INCORPORATION OFTHE UPPER MATERIAL TO AVOID $TRATIFIED LAYERS, WHEREFEASIBLE. 2. MULCH PLANTING BEDS WITH 21NCHES OF ORGANIC MATERIAL 3. USEE ORGANIC OOTHERMATERIALSTHATMEETTHESEORGANICCONTENT ET ONLY A THE ORGANIC CONTENT FOR'PREN: BIORVED'AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOSTSPECIFICATIONFORBMPY HAVE 35%BI CELLS, LIDS ORMAN,AND PLANTER OSTM(STAL,WITH THE UP TO AN ORGMIEXCEPTMKT-fE THE COMPOSTF40%HAVE , AND A CARBON TORGEN RE.THECOMPOST MUST TONIT ORGANIC MATTER HIGH AS 3TDF 40%TO BS%, AND A CARBON TO NITROGEN RATIO BELOW 2O T THE CARTON N NITROGEN RATIO MAY REAS NDS GION, A535:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND COS. CALCULATION. ATERIALSMENDNDMENT ED TO MET THEET CARBONROUGH USEOROGEN COMPOSTED REQUIREMENATERIAL TS, B.0 ORGANIC NOT EXCEEDING OTHER ORGANIC MATERIALS MENDED TO MEETTHE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. L IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTEDABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: i. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2, AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT'PRE-APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOILAND AMENDMENT. 3. STOCKPILE EXISTINGTOPSOIL DURING GRADING,ANDREPLACE UPRIORTO PLANTING. STOCKPILED TOPSOIL MUST ALSO BEAMENDED IF NEEDEDTO MEETTHE ORGANICMATTER ORDEPTH REQUIREMENTS, EITHERATADEFAULT'PRE- RATE ORATACUSTOM CALCULATED RATEyams 4.IMPORTTOPSOILMNOFSUFFICIENTORGANICCONTENTANDDEPTHTOMEETTHEREQUIREMEWS._ MORETHAN ONE METHOD MAYBE USED ON DIFFERENT PORTIONS OFTHE SAME SITE. SOIL THATALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEEDTO BEAMENDED. MAINTENANCE - ESTABLISH SOIL QUALIIYAND DEM70WAM THE END OF CONSTRUCTIONAND ONCE ESTABLISHED, PROTECT FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. - PLANTVEGETATION AND MULCH THEAMENDED SOILAREAAFTER INSTALLATION. - LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACETO REPLENISH ORGANIC MATTER - REDUCEAND ADJUST WHERE POSSIBLE, THE USE OF IRRIGATION,FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. - s A q 9 E S 888 HOT TGSCALE i �'' - i ' '' - i .d(j �� 4O Ake` JS' � Sl\(19 `' Y '/LTA i \ 0mN / k .� ansa Y� Fan18 J olvert Yllre6a rtWside JtdliwsaM 4.-e-rryrarry _% j, zl� Geowdae \ /^, Noel iburned. 1. Drivewal shag Areal die reglAmmeras atdc >2'-n®ar+ant thcleAas pamnlb'ng agerzy'- 2 Rnrzwmmnrdad nisi LPravkY'ue wuT dls enlra�� ar:7--.,•� av,Vrw ab Lena n,wn - drains OTare peJ aaz 3m Mbmaan lee andaavry:0 or m 3 abee Sandbag Berm Ssdo-y IonapMvfichnig \ /r V'm°e A O A 1m Bean R `-� Section MA 10 ml pMFnciniyAVE Pier rinle<: 1. Aar3Hyel4 � Type "Be Grade" 2. Arernae a»now sign then �.. ��, sNrm f9m of the 9n l6tarann labor arY of the lemse.awoutl LIy� W fmom seaa>y eazleal PossatelmElc N tdm0 .w plostc Nrg - Slake ;yp_) Section B-B tO,M piastc kn++3 TWpibdadJ g�mrotl Naa,e Plan Type "Above Grade" with Wood Planks rorTOBrdF l Z (� ///��� �O ^ i T4APPROVED' ]\ I� �, `,J y� p � fhlksm"�l IA' placed stern a" Ademnram ' (i NdP',/' ` aea011iraY and i \ �� \ `' ur ty J _ \,.* j`�\ '.. 11Y-Ts Tian) 7 ", 0 Z W m O - V N N c a Q 3 m in '- 0 1nF n a 0 0 m s a a Figure I1-4.1.7a/�� Concrete Washout Area Figure II-4.1.1 Stabilized Construction Entrance DEPARTMENT OF ECOLOGY sated waAnbymA Revved Iva 3T15 �= .. ptueee6eedsare captar aaa bMal•J the rues. DEPARTMENT OF ECOLOGY state of Washington Retired June 2015 mp„gn. MnTaemdliffiay.aM6sCeanar. PMaeieaLripA ww.sywagaa�Pp gr.a nTiAa�g Mriaa+coat snWa5nldTaeaty'. area Imr. 3--5 (/5-Tam) �'`;�`y e'-10-Ob. / -.�; _ \ IM04MOIVI0 1 ,,- J — �✓ LP9SMke 1•+i•Slake T ' NOTE slraerL4asstmemnregavesv.piaxmadaMs�ar�sialang dele m8 tra trmtlL 3'_5'{TT.-12Hnm)dxPdu9 al sarlour_ Rvmrlmml omit la alavredm rurmara aarmdrW. NOT TO SCALE un Q LL Z i"' Z tiJ U ' Q v `�' N W Y (V N Oo a Qi 4< .! W n- Q CO ` w Q � 0 Q WSILT Z N W LL N U) Y LL U O d✓ Z V J CV) Q CV) Q BMP C130: SURFACE ROUGHENING Purpose: Surface rouGhardng aids in the establishment of vegetative cover, roducas runoff velocity, increases indignation, and provides for sediment topping through vision of a row h soil sunless, Horizontal depressions are created operating equipment PP 9 9 pro 9 p byo Satin conjunction such ing,by or so slangs ins rougM1enetl centliton by not fine galling them. Use this BMP in eon)unmgn with other BMPs such on the contour mulching, as seeding, mulching, or sodding. CONDITIONS OF USE: -All slopes steeper than 3111V and greater than 5v"cal feat require surface roughening to a depth of 2 to 4 inches prior to seeding. -Areas thatdll not ba stabilized immediately maybe roughened m reduce runolf velocity until seeding lakesplace. -Slopes Win aslablerock Face do not requlmroughaning. -Slopes where mowing he planned should not be excessively roughened. STORM DRAIN INLET PROTECTION I40.20-00 $ ETHE BELOW INLET GRATE DEVICE (BIGD) FORTHE STOW WATER STRUCTURE IT MR-1- SERVICE THE BIGD SHALL HAVE BUILT IN HIGH -FLOW RELIEF SYSTEM OVERFLOW BYPASS. ( ) 3TIIE RETRIEVAL SYSTEM MUSTALLOW REMOVAL OF THE BIGD WITHOUT SPILLINGTHECOLLECTIED MATERIAL. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION B-01.3(15). tom' r-Mot esugexaE : .. - aAaar.va.a .PA..er.weaaa I _ _ —•i © BMP C233: SILT FENCE PURPOSE SITE LAND FLOW. USE OARLTFENCAL BARRIER TO SEDIMENTSE FIG EDIME TAND COARSE SEDIMENT RUNOFF V AGONIES OF OVERLAND FEREDUCINGTHERUNOFF VELOCITIES OF OVERLAND FLOW SEE FIGURE TEMPORARY ENCE(AL69)FORRETAILS ON IH42.12 SILT FENCE 1PS89)FOR DETAILS ON SILT FENCE CONSTRUCTION. CONDITIONS OF USE SILT FENCEMAYBEUSED NTSOILCAR CARRIED SILTFENCESHALL PREVENTSOILCARRIEDLL RUNOFFWATERFROM GOING BENEATH, THROUGH, OR OVERTURETOP OF SHALL RUNOFF F THESILTFENCE, BUT SHALLALLOWTHE WATERN PASS THROUGH THE FENCE FENCE IS NOTINTENDEDTOTREAT CONCENTRATED FLOWS, NORM IT INTENDEDTOTREATSUBSTANTMLAMOUNT$ OFOVERLANDFLOWCONVEYANYCONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TOASEDIMENT POND. DO NOT CONSTRUCTSKT FENCES IN STREAMS OR USE IN VSHAPED DITCHES. SILT FENCES DO NOT PROVIDEAN ADEQUATE METHOD OF SILT CONTROL FORANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. v v \\ o a \ o T e B.Dae a w agdeeHa�campmpas 2Y0 tau Ga. vans a e totem� 1, Hs1aMa-d Aare talaie urea / DEPARTMENT OF ECOLOGY Sate of V:ashinnron Figure 11 4.2.14 Wattles ReiaM Nara 3115by mbar PLaaeaa. aTwM a�-wagaw�Py M M�y;IMn�taPdbgp.mm=ma @heel dWHly, and ctsefigaw TraAWga6grrrer:rnery vaned Q gra ampr pnovmea grmaeatmr wd � raW aesd ralMaii. Mireuroa lMnalL \\�� \\a camas c� a� Tracking 5D B-min (15rn) Q3 ' Contour Furrows Maximum Grasras wa taldr seedkrtAzer�. roul rardal, and dayeA. ccImllMBv xonA r onuasceoaAls _---'� `—,is _/' � ''�.` �� ✓ -�� �` i �� G Yoil pence \ .awe aw goes Al ew.Mm.I ,. Y / —1 I T\'\ "�� �=���� Y�._-' = rsz \ -rr------ — — — r' AOrtinaun � j� 6rnet � i Ay4•y vi I Post spadn0 mey belnaeaeed—� 2-a2-yaod poses •rid m8'irwve bed'rg kruee lame peals aequFmKrk zYr�la ca. w:ra Selulvaarm.-. ifaMrdam slre:gOr teteie used Fder labile 2 Nn sadea aarrcirwim � 1sw�naa waAel 'irmen. Minim 4 xe lae¢M1 �' IL /� W /�/ l..l� F... / > C lags "46L�E 5,� gg I lim $d t ng" I a 3'= wgd I go 351..2 3=Rp S`y8 g¢Bc: G#�E 2zg a V wow a $tl5 'gB= 3SZq ic 3il F BMP C123: PLASTIC COVERING P OSE: PLASTIC COVERING PROVIDES IMMEDIATE, SHORT-TERM EROSION PROTECTION TO SLOPESAND DISTURBEDAREA3. CONDITIONS OF USE: PLASTIC COVERING MAY BE USED ON DISTURBED AREASTIIAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, EXCEPTAS STATED BELOW. PLASTIC IS PARTICULARLY QSENLFOR PROTECTING CUTAND FILLSLOPESAND STOCKPILES. NOTE: THE RELATIVELY RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM (GREATER THAN SIX MON HS)APPLICATIONS. -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. SUCH AREAS INCLUDE STEEPAND/OR UNSTABLE SLOPES. - PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ONSUE MEASURES TO COUNTERACT THE INCREASES, CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY CLEAN WATER AWAY FROM THESEAREAB. .TO PREVENT UNDERCUTTING, TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE, THEADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL,AND DISPOSALMAKE THIS AN EXPENSIVE MATERIAL, UPTO$uS0-200 PER SQUAREYARD. FROM -WHENEVER PLASTIC IS USED NPROTECT SLOPES INSTALLWATER COLLECTION MEASURESATTHE BASE OFTHE SLOPE. THESE MEASURES INCLUDE PLASTIGCOVERED BERMS, CHANNELS, AND PIPES USED TO COVEYCLEAN RAINWATERAWAY FROM BARE SOILAND DISTURBEDAREAS. DO NOT MIX CLEAN RUNOFF FROM APLASTIC COVERED SLOPE WITH DIRTY RUNOFF FROMAPROJECT. OWNER APPROVAL INITIAL NOT TO SCALE �V uxBx xx aI+Tv ea1@ilae Yen V re�� irOPMTEMN e'1G"\wM Posts. sL�el fence pbs@. or egavakM NOTTOSCALE PAGE#' Figure IIing Surface Roughening by Tracking by and Contour Furrows DUK%M 101�"eN .ffT� PLAN n.$mJL______ - Figure II 4.2.12 Silt Fence PAGE DEPARTMENT OF ECOLOGY SWe of Washnsg,an Reused JMe 2015 FOR ~ro�M �" —a DEPARTMENT OF ECOLOGY Seue Of Washinglon Rewsatl Odsber 2014 — PlaaeseehepJM+rw.eYwa.goWcapydgAhmbrdpygMKKCGitlxFngpnmaswe. finitabon daatildr and disclakner. Pleaso se=ntmsw erya-a govtmw�.+Lrrmrrrarmmigm loom Inanrnda ;g l=rnslors. kmarman orkabny arm declaimer. STANDARD PLAN F-10.12-03 - CONCRETE CURBS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE J.STERLINGCIA e MAX 201 DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDSSir rWFI ---------------- - - -- -- J. STERLING s wares (SEE coNTRAcrI FACE OF CURB VARIES 12' TO 24' FACE OF CURB \- FACE OF CURB S FACE OF CURB - VAAIE6 1^ IVMIM 2Y 1^ I B V2' ! 12' VARIES FROM 8' (IN) TO IY (IN) - `� FINISH (TYP (SEE NOTE ) _. _-.. ._ 1A S E �On'TRACT) _ pp (BEE COMPACT) I MAINTAIN IN: W SLOPE 51(!' 1^ YAmE$ I^ I ON SIDE OF CURB (M Y--•..-' _SPOONED _ - CEMENT CONC PEDESTRIAN CURB (TYP.7 311 nM EXPANSION JOINT (TP)- _ FINISH �TYP., DRIVEWAY SEE NOTE I ENTRANCE 1�4 1 U.N.Q. 5 N. 1 (IN) R \ 1' (IN) R R. (VWI(EN SPECIFIED IN CONTRP.CT1- NEE STANDARD PLAN F J010 'M� - MATCH 0.0AOWhY� ` MATCH ROADWAY I* (IN) R. MATCH ROADWAY Irz' (IM R. - ///>>>��- MATCH ROADWAY SLOPE SLOPEI It / SLOPE / / SLOPE 12'IINjR � p. SEESTANDARG PUNF10.13 31ITSOFF EXPANSION TANDJOINT RD -- CEMENT CONC SIDEWALK CEMENT CONCRETE RYP SEEUNFlilfs -- lNp \ L"I. z 12'(IM R. \ \ o �//` 12'(INjR ROADWAY )I `'1 - - ° / '> m 12'(IM-ROAOVM �vz'(IM ROADWAY ROAOLt4AY ' . " // ,ij R _� "2.0% R TIINiR SIDEWALK p PUN FJ0.10Ar m I !�I Ar pi °.. �L. -- A .�---dl/-�---dddlll--- ° I °.. _.._ _. _. _- - -__ CH MArBcE C01AJNTRgCnOTH _._ _._ / IF io , ° .. . b w�'' I ' 1 a IF 4 . a FLUSH WRIN GUTTER PAN AT CURB *j • L I \ O RAMP ENTRANCE We IM OM VERTICAL * 1 J - - ISEE CONTRACT) - \ 1117 1112' VVV I I 1'-6-' 1 1'.6- LIPATORNEWAYENTRANCE A - i : 11 \\ -- f� r DUAL -FACED CEMENT CONCRETE I CEMENT CONCRETE ' DEPRESSED CURB SECTION I , DRIVEWAY TRAFFIC CURB AND GUTTER i TRAFFIC CURB AND GUTTER AT CURB RAMPS AND PLAN VIEW CEMENT CONCRETE CURB �+ 1 I DRIVEWAY ENTRANCES J ENT CONCRETE _, TYPE 1 B GMRB AND GUTTER -; AND GUTTER (SEE NOTE'i i �) TAPER (T A L SIDE SLOP ENTRANCE - PLAN VIEW SIDE SLOPE 2 L - - - - - ]USE THIS DETAIL - - - - - ISEE NOTE 3) NOTES Pyi (1vP.) 1. When the driveway width exceeds 15 (Iti Construct a full depth TYPE 2 IF (2 3 a s t5' MAX(S'E NOTE si VARIES 15' MAX(SEE NOTE 61 - _ _. - _. _ expansion joint with 3/8' (in) joint filler along the driveway cerrtedme GRADE (TYP) ISEE CONTRA" TPI See Standard Plan F-30.10 Construct expansion jom1S parallel IQ- ON) LIP BETWEEN ROADWAY CUTTER Q , I^ON) -OM R j R 6' CEMENT CONCRETE NOTE cum RAMP, LANDING. BREAK GRADE - GRADE BREAK - With the centerime as required at 19 ift) maximum spacing when BRECJ( 30' _ AND CURSOR SEE CONTRACT) ISEE CONTRACT/ ° • b CEMENT CONCRETE OR 1F2"ON)R.-- - ASPHALT CONCRETE •''s r OROmVF•NAY 1' (IN) * * D _-EPEP IRAN ft �. ROPD GRADE y � ()' * * driveway widths exceed --� CONTRACT PlN4S a - / ENTRANCE 1, See Standard Plan F-30.10 for CUID Expansion and SIDEWALK OR PATH R. Tld VARIESContreWon Joint spaang antl see $ta a!d i - -. ` cl 2. See Standard Plan F-30.10 for sidewalk details "2` 11N) R (TYP - . , .. -' I ;t I DEPRESSED CURB AND TO OMOMF (IN) TOP (IM 3 &04 jlecfiwtidn Sections ind 9-0:1 COT � � - J 3. Curb and Gutter shown see the Contract Plan for the �-_� m'� GUTTER SEE NOTE 3j t F 6• - additional requirements a _ \ ' PEDESTRIAN RAMP - PEDESTRIAN RAMP .:.� curb design specified See Standard Plan F-10,12 for _ A &B" e (IM PREMOWED JOINT FLLER SIe•OM PREMOWEO CEMENT CONCRETE - Curb Details.^ O _. La' (N) XAPANSION JOINT (Till I - DRIVEWAY t SIDEWALK RYPj r SECTION A - SEE STANDARD PUN F30./0 4, Avoid boxes (SEE NOTE 7) SmEWIJ.K- \ i STT, (WHENADJACENTTOCEIENT placingdrainagestructures junction ORIVEWPY RAMP CONCRETE SIOE'YYAUa AIM FILLER or other obsuctions in front of driveway entrances. t2 BM UP EETWEEN y 34T OM EXPANSION JOINT ITYR) IF SEE STANDARD PLAN FJ0.10 SECTION OC 9 ROADWAY GUTTER 5. Where' GRADE BREAK' Is called out, the entire length of the CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB ism conviv _ _ SEE CONTRACT: AND CURB (OR SEE line between hie two adjacent surface planes shall be flush. ATCURS RJIESS, LAfro ,,,..., uz (IN) a "ONTRACTI 6. The Pedestrian Ramp length Is not required to exceedl5 feet LEGEND s AND DRMEWAY eNTRA1a.� TYP DEPRESSED CURB (untess otherwise shown n the Contract Plans) When applying �� Misconfa AND GUTTER SLOPE IN EITHER DIRECTION � q _ l the 15-foot max. length (measured from back of sidewalk) the * (SEE NOTE 3) 'b 15%OR FLATTER RECOMMENDED FOR 9 _ J runningslope cif the pedestrian ram allowed to exceed 3 3W X. P p DESIGWFORMVJ(MK(2%MIFIF Q pATA 1 IF I W_ Use a single constant slope bottom o top of idistance DRIVENWY Rf3& ,: ( Tame to malch Into thesidewalk.hoer horizontal * * T5% Dq FLITTER RECOMMENDED (S3Ak)FOR GJL 3?6 MAX.) TASK¢! 9Ji"Tn� - FACE OF CURB-1 FACE OF CURB 3l0'IIM EXPANSION JOINT ITYP )- Of iS falL .11 NOTE 6MNKMK(e t ee LL w VARIES 12" TD 2q"� ��OT'�1Mq -'J,�•i FACE �� = 9 'YZ• p FACE OF CURB DRIVEVNY (SEE ROTE 21 SEE STANDARD PUN FJ0.f0 7, Beyond limits shown. Pay item does not include driveway. (SEEDES/ - E vARt� T1u^ m - -d 612° , O See Contract Plans SECTION B ^CEMENT - 0 1• iD lD T2' r• CONCRETE DRIVEWAYlp� '(SEE CONTRACT) a �' �3^ C 512' 1" i 12' (INI R. Pa XRCONTRACTION RB T4 2� ENTRANCE TYPE 2' PAY LIMITS - _ G JOINT ITYP c"TRA TCRt�PAYUN GREATERETHAN�TPROVIDE .10 I �I C O 1"OW R. -. 1' IIM R. ag0 t2°QNj R. 1'(IN70.. O'ISTb \ TS FOR RAMP LENGTHS TWill j Or ONO J'J.YO ��6 CONTRACTION JOINT EQUALLY SPACED 4'-0'NW OC. IF N ROADWAY n ROADVLXY b v� �� W b M m \ ° ROAOWAV ROADWAY Ram. Ed 3MIVEVIAY _Julof W O °' °'IF " '- Mav:S 143:311W1 ISEE NOTE T) DRIVEWAY_ -�„ a Q U .'--. -L) (sEENorE7) �� - CEMENT CONCRETE O Et IF CEMENT CONCRETE CURBS .' \ DRIVEWAY ENTRANCE z Q1 w '- a - ' a ( CL 4000 CONCRETE - TYPES 1, 2, 3, :& 4 X n c ' L ° ° STANDARD PLAN F-10.12-03 CL 40W CCx4CREE PER STANDARD SPEC. airs PER STANDARD SPEC. a-0s3 -\ STANDARD PLAN F-SO.10-04 w �IS 00 .- 13M' 1W4° 114" SHEET 1 OF I SHEET le \\ - i SHEET 1 OF SHEETSO 03 Co Q �t RAJ{ I- APPROVED FOR PUBLICATION / -�: APPROVED FOR WU T Q pill EAS efee m a DUAL -FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT � m ISOMETRIC VIEW � - - ISOMETRIC VIEW v�E� - CONCRETE TRAFFIC CURB a aT, F w� TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 1 -PAY LIMITS - TYPE 2 -PAY LIMITS a STANDARD PLAN F-30.10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE N MAX 201 DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS LL W W 1'-0' B^ SIDEWALK (me CONTRACT) FOR SIDE TREATMENT SIDEWALK a 1rz' SEE C g 11Y Q NTMCTION FACE OF CURB _ - VARIES -- BROOMED W Fit, EXPANSION JOINT (TYP) - - BEE CONTRACT PUNS) FlYISH YP.) SEESTANOAROPUNFJ0.10 h W U Z rn d SEEOTHERSIDEWALKSECTIONS (SEE CONTRACT) JOIN rz T Tl\\ B IF Z IF 21n6 ROUNDING 1 1?(IN)fl (TYP.) ,\ 12'(INfR.(D'P) 1 2.0%MAX, LURE NOT INCLUDED IN BID ITEM- SEE STANDARD PUN FAM12 1 -I CEMENT o, -' }-� ��� MATCH SIDE'NALKVADTH CONCRETE Ic :. �\ BEE CONTRACT)- W J Q I I I W Uf �_ q p%, °Y" RDADN4IY a s1DEWETE / MATCHSIDEVALKVlDTH k 0IF W .. .-. _. .. y -- - .000 + ' 1 (IN) R •' y' 1 _ (SEE CONTRACT) ? \ _,i _. ., _� - 6 ry -,- VARIES 5-0' _ _ W Fi •.. U IF •('\� 6EE RAISEDEDGE GR"IIMOINTFILD I �- (SEE CONTRACT/ ~ `' Y Of DETML-TMS SHEET JOINT FlLLER Al SEE WPB FACE DETAIL -fS - e _-_ ..... - - _\ 316" (W) EXPANSION JORJT (TYP t - SEE STANDARD PLAN F-3010- -- _-__ \,IF BROOMEG I1' O WITH RAISED EDGE O 1 1 FINISHED GRADE 1' (IN) BELOW MONOLITHIC CEMENT CONCRETE a" fit2' 1" / , Fir+� \ I r 1 ` FNISH,IF IJJ LU LJ� �+ N rV Q TOP OF CONCRETE SURFACE CURB AND SIDEWALK \ Q LL LL 2'-0" SIDEWALK NOTE _ ,. O -" xz cow /�///�'� VJ 0" 1' MIN. (SEE CONTRACT CURB FACE DETAIL \- .. ; ..R y \ •\ r Q t. Four feet cif Ne sldewaik width shall be Me m nlmum pedestrian acressbie IF \. RWNDINO ' CURB NOT INCLUDED IN BID ITEM - mute free Of Vertical avid horizontal Obstructions Gratings Access Coppers, EETEND SIDEWALK TRANSVERSE EXPANSION _ 2.0%MA%. SEE 6TANDAPD RI.N F-t0.t2 Juncgon Boxes,Cable Vault, PUII BDYe$ and Whet appurtenances within 1h¢ JOINTS TO INCLUDE CURB (FULL DEPTH)- ,_ sidewalk must have slip resistant surfacei be flush with surface, and match --. ,: • , t - %^ (IM - grade of the sidewalk '' ) " `• BUFFER STRIP (TYP_� (SEE NOTE 1 i 6 2 G 1, CEMENT CONCRETE DRIVEWAY ENTRANCE E t (SEE NOTE 1) CEMENT CONCRETE F Sr`Fa `. PRETHOLOEO WALL OR HARRIER -I Milt): m.P): CURB AND GUTTER SIDE SLOPE(O"P.) (SEE NOTE 3) C:JRBANDOUTIER ISEE NOTE 3) JOWTFI Ica t PLAN VIEW PLAN VIEW ADJACENT TO CURB SIDEWALK -, DRIVEWAY ENTRANCE TYPE 3 ME SLOPE TTYP.I '- TYPE Al (STEEP FILL SLOPES) BROOMEO FINISH (IYPJ O 0. SIDEWALK 4'"d trz" (IM R � O ' (IM WIDE. 6NOOTH-1ROWELFD w THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE A 'II$� o ALL CUT MIN {SEE CONTRACT) 1Z- PERIMETER m 3Hvg SLOPES lit 12"OMR(TYPI °. a CEMENT CONCRETE WRIS CURB AND OUTfER SHOAM © m --' .. i CURB NOTINCLUDED IN BID ITEM IF NOT INLLUOED IN 6101TEM AN (! 20% i �- v 20%MAX. SEE STANDARD PLANF-f°.t2 ia"(IN) PREMOWED SEE STAWMDPLANF-10.12 MATCH SIDEWALK WDiHI (SEE CONTRACT) O 112^(IM R.(TYP)-, - CONTRACT) (SEE CONTRRC: .._ _ -�--II a `.dEd m tJ-'0 ",.:. .. �q AIF -t", s t - JOIN FILLER 4:,J G \� \ •"-,"' (SEE DRIVEWAY E7 12�RLIP BETWEEN ROADWAY '' 12"�RUP BETWEEN ROADWAY °��Tg ni✓' A ..._ \ (6EE NOTE I 1 _ G Ili IN * �� AND CURB SEE ( ) P) m1 GUT AND CURB SEE F a'^ 3l0° (IN) PREMOLDED ., _ 1 (OR �� CONTRACT/ ( (OR -CONTRACT)S`^5€� W o JOINT FILLER% - \ ] ADJACENT N\ __ _,_\ ,_. _. __-" - "' --- _ - _ A ADJACENT TO CURB SIDEWALK TO WALL DETAIL % 05 A per SIOE\'JAU - - BRIDGE OR PEDESTRIAN FAILING �. I I '� DRFJEWAY DRIVEWAY _I ;SEE NOTE 7) DRNEWAY 3 SA \ 316-(IN)IXPANSIONJORITITYP)- RAMP DEPRESSEG - -- CURB AND GUTTER - RAMP DEPRESSED SECTION OF U AND GUTTER ® gIS 2 E /Fee � CONTRACTION JOINT IN SIOEWAIJM ONLY SEE STANDARD PLAN Fa0.10 �\ (SEE NOTE 3J (SEE NOTE 37 0L° OARgICR-SCE SIDEWAl1( CONTRACT PLgN51yr CONTPACn S" �� ` �'' SECTION 1 E \/ M 4k E 1 (SEE LEVEL 1 r 6 ' �� EXPANSION JOINT IN BOTH QE3yY 1 o�w 12" ONI R. (IYP.) �I �� CURS AND SIDEWALK 4 AT$IC �.T f j4. t 1..1.. ° FLUSH 12'(IMR1 Q M CURB NOT INCLUDED IN BID ITEM- Q 6� `(RI A "?�7� & '�I 01 5ry j St L {2p}` �x5 20%MA% bA SEE STANDAROPUNF-t0.1Y ��\`\\= 4 Q�' \ VERTICALWALL- We (IN)PREMOLDED a •4 s. (IMR ISOMETRIC VIEW C D -CEMENT CONCRETE ORIVEWAY, -"I ENTRANCE TYPE 3^ PAY UNIT Ni - SEE DETAR JOINT FILLER ONTS) JOINT AND FINISH 9a N� -- •., "CEMENT CONCRET DRIVES ENTRANCE TYPE PAY pG EEE DETAIL A 4'4.Cf DRIVEWAY _ �i 4" LIMIT ADJACENT TO CURB AND RAILING OR WALL STbT'1'O \}� RAISED EDGE DETAIL �w�70NAL Q�6 ;SEE NOTE ' 11 ;F I D IXNTS r DRIVEWAY - cD RD SPEC. PER STANDARD SPEC. 841a3 O3 ii OWNERAPPROVAL S'-O'MIN JOINTS TO INCLUDE RAISED EDGE - - Bvm.F' TO INCLUDE (SEE NOTE Tj� FOR SIDE TREATMENT SIDEVNLK BUFFER STRIP .._.--,��"- May 62014341 PM - J4I RX1ri7.07AM SEE OTHER SIDEWALK (SEEGONTRACI) (SEE CONTRACT SECTIONS are' = IN TO IJ4" CEMENT CONCRETE f i - CEMENT CONCRETE PB pi I 12^ (IN) R. CURB NOT INCLUDED IN BID ITEM - 4 SIDEWALK CL 4000 CONCRETE _ -- DRITYPES G PAGE III: , z0%Z�A% Win) t SEE STAIOARDPLANF10.12 _ - PER STANDARD SPEC. Baba - 1, 2, 3R:& 4CE . ... . .' .. -.; 'Ta, STANDARD PLAN F-30.10-08 �' a•�o ' I ? ' _,-- - STANDARD PLAN F-80.10-04 _4 { kt.,i. v > . \Ao % SfEETIOFISHEEr i - J R R SHEET 2 OF 2 SHEETS FINISHED GRADE It (IN) BELOWTOP OF CONCREE� "� - APPROVED FOR PUBLICATION �^� - e APPROVED FOR PUBLICATION SMFACE FOR PLANTING -FLUSH IF PAVED Fall . PRENOWEo ��--''F a ,<°I..A„RN LjaS=uA"M.6 . l fill 16 PAGE. `r ISOMETRIC VIEW ISOMETRIC VIEW ADJACENT TOBUFFER STRIP JOINT FILLER anTem_seNnaxem EQ EXPANSION JOINT ©CONTRACTION JOINT --::. - TYPE 3-PAY LIMITS TYPE 4-PAY OMIT$ ...= stnrtvu:ex Cur - �W131i edlit wv.irli orTipt Him.m:, WINDOW FLASHING INSTALLATION STEP # 1 STEPA- .�INSTALLTYVEKAPRON BELOW WINDOWSILL STEP 8 - INSTALL VYCOR ACROSS WINDOWSILL STEP C - INSTALLTYVEK FLEX WRAP IN WINDOW CORNERS STEP # t" Minimum Faamui: i„eca mrxtn�'v • _C.,x_ EambFGme�enaryP«a.• I ! ' G<"+r�:➢ve m+W'm¢ioa Na^<mtkaM.w v. aLa h-m+Tm,em. m �:�� rw�°".•.,„.,Lw.,k�36"�,n=.�.v�Ym®ml,a.S."��Os. sae coca:.. w waL-LTma:Fke=--aae.,. tv.,.«mmP«k<mmol L.N: LmT= s-. r<«P ama xma,vla,:s�m Nw 6<Ptr�3a�+d,F,tlw= a.�c e:4�:aartaC.ib.M.l.ntl-�hw�amea=t.,,-n as+.1<um:m,aYe..r.t LaniV sWm<.kyv.w Llvao-� i N.a,�,EL'mtTi.u1P"evumsnmsdv:uv':,.:.suo-deica,. �-�4 Came" Jew=t m dd¢ d - spvB,o,a: aL Ta �., 6 w,Nmzics pm mWs wex,uba Ho s'a mn� STEP A -INSTALL WINDOW & 4" WCOR TAPE ,fk aaN:.Naq :,Mm,ma,a«m.,..- NP m. .. _ ,.a,& - «q STEP # 3 sm. v..,n r➢. La➢ew ,m .akl mm, m. Ak=m4ma'p�.. i`�',�"-}�'� Tan .STEP A- s,.,..➢�ma�m,ma„�w.m:z u�_�_„.,,,..,.-,.. -- `INSTALL TYVEK HOUSE WRAP B- LLTYVEKTAPE NOTE: VERIFYALL HEADER HEIGHTS WITH SUPERVISOR NOTE: CONSTRUCTION AND APPLIANCES TO COMPLY WITH ENERGY CREDITS TAKEN ENERGY CREDIT 1a EFFICIENT BUILDING ENVELOPE -WINDOWS: U=0.28 - FLOOR: = R-38 INSULATION we SLAB ON GRADE - R-10 ENTIRE SLAB ENERGY CREDIT 2a AIR LEAKAGE CONTROL &EFFICIENT VENTILATION -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR - WHOLE HOUSE FAN PER SECTION M1507.3 ENERGY CREDIT 3a HIGH EFFICIENCY HVAC EQUIPMENT - GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUM AFUE OR 9470. WINDOW SCHEDULE NUMBER QTY WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION 1 6020 72" 24" PIC 1 3018 36 20 PIC 3018 36PIC 1 301836 20 PIC 1 FFLOORSIZE 3018 36' 20" PIC 1 3018 36" 20 " - PIC 1 2040 24 " 48 " CASE 1 3040 360 48" PIC 1 2040 124 " 48 " YES I CASE W 10 1 1 3020 24 " PIC W 11 1 1 4020 24 " PIC W 12 1 1 4020 24 " PIC W 13 1 1 4060 72" PIC W14 1 1 4060 P48"24" 72" PIC W 15 1 1 4020 PIC 1 1 4060 72" PIC 1 4020 24 " PIC1 1 4020 24 " PIC 1 1 4020 48 24" PIC W20 1 1 1 4060 48" 72 " PIC W21 1 1 4060 48 " 72 " PIC W22 1 1 4060 48' 72' PIC W23 1 1 3020 36" 24" AWN W24 1 1 3060 36' 72" PIC W25 1 1 3020 36" 24" AWN W26 1 1 3060 36' 72" PIC W27 1 1 3060 36" 72' SH W28 1 1 13060 36 " 72 " YES 1 1 3060 36' 72 a YESSH1 1 4060 48 " 72" PIC 1 1 3060 36" 72' SH 3062 36"720 RYESSH PIC W33 1 1 3020 36" 24" AWN W34 1 1 13618 42" 20" PIC W35 1 1 i3618 42 20" PIC W36 1 1 3618 42" 20" PIC W37 1 1 3618 42' 20" PIC —IS FvR .JI �GZ'L 1TEhT ON LY . FLOOR PLAN NOTES JµNWG pCCESS TO EACHE REQUIRED SMOKE DETECT BGULOLO oEWTECTOO E AN �J SHELFANOHANGING ROD. -; BUILT IN SHELVES. Y II GBINET-OWNER/CONK 5 I SGQUEssWNDON. WSsW MINIMUM MET OPERABLEASUESEFORTOBE2VWEGRESS4 HIGH. BILL HEIGIHT MAXIMUM "'OFF FLOOR. TO BE2➢'WIDEA021' 6 II TEMPERED GIASB OM ALLBUILDING WATER SUPPLY SYSTEMS IN WHICH QUILKACHNG VALVESPAE ❑ 1 ALIID.bNOMTEPROVIDED SIN OF THESE MVES.BHIGHPRTNOT5 7 RESULHNG LESS THAN N2 METAB VE ROUND, x POINTING D OM. TANKSSIH PPING, OFPIPE LEBBTHAN 2la AND OVE GROUND, POIMINGOOWN. TAK$ SHALLBE STRAPPED WRHIN UPPER 113AND LOWER 1AT0 PREVEM OVERnIBNING IN AN RmOUNTE. MIN. EFFlCIFNCY OF 91 % TAU.ON 1➢' HIGH PIATFORM.TOP OF PIATFORMTO BE I I W T& G PLYWOOD. 8 E%POSED FACEANDSIDESTORRVE1LAVER 5IB-TYPEWGW..BD. NOFURKACESHALL BEINSTPLLFD INANYCONFINWSPACEEW UWONLYT WUGHABEDROOM. BATHROOM, ORCLOSET. PROWIDEATLEASTWOFWORKINGWACEINFRONTOF FURNACE CROOVIOE ORTER VENTTOEXTESUOR. PROWDERECESSED HOT&COLD SHUTOFF mc ❑NIROLVALVES&WASTE TWASHER EXHAUSTDUCTSSHALLNOTEXCEEDATOTAL 9 COMBINEDHR¢ONA AD ERnCA ENGn OF 35 FEE THEMAXIMUMLENGTHOF THE DUCT SHALLBEBEDUCED2 FEETFORFACH4S EGREEBENDAD5FEETFOR EACH 9u0EGREEBEND. AMBIIMUMA14NCHDIAMETEREXHAUSTDUCTOF SMOOTHBORE NONCOMBUSTIBLE MATERIALS REQUIRED MH BACKARAFTDAMPER HANICAL FAN.BATHROOM, LAUNDWROOMSAND POWDER ROOMS SHALL BE PROVIDED WRHAMECHANICALFANLONNECTE MWEOUTSIDECAPABLEOFSD 4FJA.ANDSHALLNmT INATECLOSERTHAN3FEETTOANYOPERABLEWINDOW 10 OR OPENING INTOTHEBUILDING. MINIMUMDUCTSIg1S4INCHES. DRYERKRCHEN, PRIORTOINBUILAMONF RFRAMING NS ECTION. IXHAUSTFANNSTOBEUCTWORK CC CONSTRUCTED OFSMOOTHBORE.NONCOMBUSDBLEMATENIALR AFPROVEDFLEX CONNECTORS NOT IXCEEDWG 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESnC DRYER EXHAUST. 11 0.R�pCLOCNTIMFERWRHA2DNE FATIMNGu0F 1,s ONn oLs DA°rOMAnc comftoL such '�I 2YX 30' MIN. ATHC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. �7 FRAMEOVFACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 12 PLYWOOD. IJGI gCCEBS COVER IN GARAGES TO BE HINGED AND SHALL BE WFATHERSTWPPED OR SEALEDnGHT. GVMDMIL%' MOW FINISHED BOOR STAIR HANDRAIL 3SABOVE STAIR NOSING. 'I INTERMEONTE RARSPACWG SHALL NOTALLOW A4' DWMETERSPHERETO PAs3 THROUGX PER I.RC.SECION3122 .I A I TRIM PACRAGE CONTMCTOR BHALLA56UMEALSPECS LOPIIONS. REFER TO I��Y I M gftOUND & BREATH MATFOR AMINIMUM REQUIREMENTS OF NONCOMBUSTBLE .I GI GARAGE FLOOR SURFACES SHABE MIN V CONCRETE SLOPE CONCRETE FLOOR IJI MIN.1A'PER IY TOWARDS MAIN VEHICLE ENTRY DOORWAY ORTOWARDS FLOOR ORAK LU LL 161I 30 MIN. FlRE RATED DOOR W/BEEF-CLOSVIG DEWLE GENERAL NOTES ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE ALL HEADER MATERIALTO BE4x 10 D.F.#2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6. IV O.C. STUDS, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE 2 x 4-16" O.C. STUDS, UNLESS NOTED OTHERWISE. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC, COORDINATE WITH OWNER FOR LOCATIONS. FRAMING NOTES REFER TO SHEETA4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER FLOOR SHEATHING TO BE 3/4" COX OR OSB STURDI-FLOOR T&G. GLUE AND NAIL W/ RING SHANK Bd'S @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS, ROOF SHEATHING TO BE 7/1V OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN IJOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES ATALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS W ELLAS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1, 537 SQ. FT. GARAGE 503 SQ,FT. ENTRY PORCH 74 SQ,FT, J. STERLING J. STERLING U.N.O. 11-4-2020 J. STERLING J. STERLING U.N.O. 11-4-2020 W W pW � W ''^^ >Q Y W Ua o Z�� U M M J W Q U H HO = Z U Q If:IiTP Au tiuy'*�®. 53«Crre,'n,.wd _ A.m6iui Cae+a:C� ieIr Stu S._rla Fortomjoodt IM fl"IanSI¢£i.. nf .-of-ti.b �,� �� :our. n.ew.:c nwidswu Bob mz w �soaban 5a r�.tIDwda.vfnmr.:._.w, a'me...or_�.ut-dum.wvN • offfir•�xJx.na 4m7, bx,.,, - ••." L':e�.E. Y4, •.m.,wx tawu,..sv. �y pk�c y_rJW.ox:,max..oe. � c_.":.a",..e,R.susv._.�m_oxa, �� cE commoo Ysm�Y� ww or rTTmiTo n. 'L-awvar <knda.;r..,a.m arih%iar mwxn:xe;b:x� ca'ae's ra ov.-..a txitginmaalm. a kNa.. N, cw.a a«e..ewa�. :�w.mwa.:criL,� tr m,map6 ..Md-dS,�as�.<Y.:w �Rea<.,IM i i.e.,.sFinad®'..:?fmaYkas«?=E!�mwfA®-.ah,m,_�r_.mpesn +^n9! I iu..4eai.w�.�wvEi,.ovc,.Emrne<,r.�mnvs,.=.�:mai.uee:< I I Headvos �., , t. To ail ..avm...w,.,.s",au Lj c,u"m I W,.,.. .u:."w.. , nm.r .....-..,...._.., I FI II �-------- I I I I INSULATED SLAB PER I I STRUCTURAL AND ENE D ENERGY CREDITS I I �I I AS I I I I I I I' I I . I I I I I I I SLAB PER STRUCTURAL SLOPE I SLAB PER I I srRu TURAL I I ' q I I 6' X 16' CONCRETE: FOOTING I I I I I I I I I I I I I i I 5 I A2 F I I 6 A2 5 A2 — -- —71I . -----4 i I I n I ( I RECESSED SLAB I FOR CURBLESB SHOWER I i I I J E �ru EE¢'s sE4� Is Fan �.Yf41CC'a, GENERAL NOTES ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIALTO BE 4 x 10 D.R $ 2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 -16' O.C. STUDS, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE 2 x 4 -16' O.C. STUDS, UNLESS NOTED OTHERWISE. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS. MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FOUNDATION NOTES ALL FOUNDATION FOOTINGS TO BE 18' BELOW GRADE @ FROST DEPTH. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. FOUNDATION WALL HEIGHTS MAYVARY DEPENDING ON FINAL GRADE. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ. FT. GARAGE 503 SQ.FT, ENTRY PORCH 74 SQ.FT. J. STERLING J. STERLING 1/4" = 1' U.N.O. 11-0-2020 0 c 0 N j N p W y m C _ Q o � rn ink ^ a W Op m m m J Q O I INRIFL J. STERLING 8 J. STERLING 1/4Not " = 1' U.N.O. i 11Aw2020 — L, U A ^+ O ' WW �� S rn s v/ 0 N j N of y � C Q U U. O U) N ? Ed W OK h O rn J p O m as M Q N z W Nm 1111119 w W C9 Z��� w woo D- V J �� Q M J °ael S g55o W Ea F5 pus e" 2 Z aye Q 0IS L III F111111 �8£g2 Qa9n Qs� �g Z CI g LL OWNERAPPROVAL NITVAL PAGE #: PAGE: O BRACED RETAINING WALL -TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION SIDING MATERIAL �/1s os6 BRACED RETAINING WALL -TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM O R-21 INSULATION SIDING MATERIAL 7/16 OSB 1/2" SHEETROCK 3/4" SUBFLOOR AILS IN BLOCKING ; (JOISTS PARRALLEL ONLY) OPTIONAL4'SLAB (GARAGE, PATIO) 1/2" SHEETROCK 3!4" SUBFLOOR NAILS OR SCREWS ER SHEARWALL TABLE oPnoNALa•sLAe GARAGE. PAnot A B C D E F G V W X Y Z A B C D E F G V W X Y Z - �- ' FLOOR JOISTS ' � � �>G A36TYP.ONLY REO IF A>4' � RETAINED HEIGHT WALL POSTION FOOTING WIDTM FOOTING HEIGHT WgLL THICKNESS ANCHOR BOLT SPACING'• BLOCK SPACING LENGTH OF VERT. ��� BOT.LBEND VERTICAL REBAR HORQ. REBAR FOOTING TRANSV FOOTING CONT RETAINED HEIGHT WALL POSITION FOOTING WIDTH FOOTING HEIGHT WgLL THICKNESS ANCHOR BOLT SPACING BLOCK SPACING LENGTH OF VERT, REBAR III BOT.LBEND VERTICAL REBAR HORIZ REBAR FOOTING TRANSV. FOOTING CONT. SIMPSON HANGER FLOOR JOISTS F � < `" - - - w � jp O H- U 2 w (� j W ". z 18' MIN. J j BELOW GRADE >¢ o 4'TIGHTLINE > O EXT. WALLB ONLY Z I O MIN LAP SPLICE=24• w y _ 1 .iOlcic nae, i ci F -INSTALL'G•BLOCKING IN (2)SAYS, W 3CO.�THRU SUBFLOOR E X ,. 1 X4P.T. GUIDE " R-10 @: -CONDIRONEDAREA SLAB DN GRADE 1 � Y LAB bR FKL-sEE rEai -SUB FLOOR TO MUO SILLTO 3EO.C. STAGGERED BO NAILB E -A PICTURE OR PRE INSPECTION MAY BE REQUIRED DUE TO FLOOR PLATE MATERIAL COVERING NAILSW X 1 X4 P.T GUIDE -CONDITIONED AREA SLAB ON GRADE I � Y SLAB ORFILL-SEE oTEa1 AA 0'-Y' CENTERED 18"' C 6" 6" �] 7G" REQUOIRED C 6" t✓1} @ 24° #4 @ 24^ N/A (2) # 4 '° 000 ,1 0' - Y' CENTERED p 1 V" C LJn sr' 72" NOT REOU RED C LJn #4 @ 24" #4 @ 24^ N/A (2) # 4 � Z O � A ` 7B' MIN. S w � BELOWGRADE � � 4'nGHTLINE _ � O EXT. WADS ONLY J d >Q O > Q MIN LAP SPLICE=24' i -.B� ILI ILI 4r 1n_ Cr V Cr, J 24n On O Cr, V CCrr J V 4prr U Cn V � @ 24" #4 @ 24^ #i @ 24" (2) #4 .1 C 4' 1 "- V' G `Jn A 2`p" $n Cn V G `Jsr' REOORED 6n #4 @ 24^ #4 @ 24" #4 @ 24" (2) # 4 sr 1 rr _ 81 srr 32r, 10 rr $n 28„ 28n $rr fi4 @ 16^ #4 @ 18" #4 @ 1s^ (3) # 4 6r 1 rr _ $r srr 32rr 10rr grr 2$" NOT REQUIRED $rr #4 @ 1s" #4 @ 18^ #4 @ 16" (3) # 4 " 8' 1" - 1 D' O 8" 42r, 1 O" pn V 1 On O O 1 Vn G V" #5 @ 14" #5 @ 16" #5 @ 14" (4) # 4 8' 1" - 10' 8" 42r' 1 On Orr O 18rr NOT REQUIRED 8rr #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 GENERAL NOTES: ' COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS, MAY USE GREATER, NOTE#1 FILL OVER Poo7WG IN cRAwLSPACE WHEN NO SLAB IS NEEDED. GENERAL NOTES: `COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS, MAY USE GREATER, NOTE#1 FILL OVER FoonNG IN cRAwL$PACE WHEN NO SLAB IS NEEDED. - - R-10 FOAM DRAIN ROCK R-10 FOAM - DRAM TYPICAL HEADER FRAMING HEADER LESS THAN 5' IN TO on I TRIMMen1 5 HEADER MORE THAN 5' xFADFR MORETHANr TR INEE WINDOW W/ 6" POST M TOP BOTTDM TUD9 PILINE I DI 47 TRUMMER S WINDOW W/ 3" POST T.Tf.F3 ntrni C911ooD' - ComTfu6t C'aMtaabRCalr.lur t<CT Ixte varfurNa IN am SUN, dip amfe - cue I A,�.i�,.�rzN6-.w•*a3N.rx� • SL. hhy:-lrF'nm,OSBwCIc UI8 I. • BITAiu:'Ra„e�wea.uyes.A.swoz _.. P HO ,W I.11eNenn.L�eaj ra S,NPi :itF ¢•� Staff .,, z .e. cf ear-N- i St US S.aaad .StSf 5£7,N; M 01 dMw IlUSUS,+a.. vn-.amn. anMN,ei.-sm:ee 11060 a,:aaUemw:Uvia .":��,'wxaaE.a aN,a,:.wUSam dart,M Muffin Ufa f e1— ....m,e».:ezzrn �eplatr rip e- �N..NA msmL,.rd„ Ig:<:®.`iadu "funi a Ra,UnhUdiafu,I,.Ia..or.ewasGmR6,,,L�.� .TL,NaiCEtNaITTUL.,,,NPme m] LN1'3 aTSitia K=bGa:inF,-vciacem:az:�mnmvY,2u..uc. tt41 m-v.w-likfy. assri-=" \!'m eY: i,n„n,a.opn-earou.T Wag, GN.,+I: U't W. of Il SUSUS . m'Ntlrcu Nm9'aM- L. h. Tas-an.6.m AI.-.�mT arza TI"A5-d,.a NfEd.to�,-Lr Am:ama�,LTD,�T-m L-.y ucns.ze.xe,ras S„hr„a.: c=_amrif mLiwaao9...,&:-9a.ro:,.1,a SLUSHY Iro sT 9eL.ivo I:SlaG, ,..swmtasmm_SpY�sesmim s• .. •.r.s:�,..maa,,.�.,WGL:,mmtL:;:,L,az�>xr:I,e. TwL:�"- ' SUN vte w 3c.c9Aa,.,.h «H -" eaann c.m.I w` uUqS AN�m�"„ ah_ mia. WINDOW FLASHING INSTALLATION STEP # 31 STEP # 21 STEP # 1 STEP A- INSTALLTYVEKHOUSE 'III STEP B- INSTALL TYVEKTAPE STEP A- INSTALL WINDOW & 4" VYCOR TAPE 11 49L FIo " L Limmiji 6 1� I� I I KITCHEN I 13'-3" X 10'-11' I 177 SO FT II -— - IS C - �e4� . . BS 212-��LL'- 1 m 2''4 I2* I N D 9 990 I,'�TIAN=1;2 > JNPIT v grMH LAUNDRY ASIR F# Fef VCEIUN W ¢� III Ls DPA 3ABA HEUVEII 3 o w GARAGE 21'oW X 21'-0" s9c 4-17 SO PT C I � I � I I WALLS -ALL EXTERIOR WALLS ARE 1 PW EXCEPT AS NOTED -NO INTERIOR SHEAR WALLS REQUIRED EFFICIENT BUILDING ENVELOPE - WINDOWS: U=D.28 -FLOOR: a RIB INSULATION - SLAB ON GRACE -R-10 ENTIRE SLAB AIR LEAKAGE CONTROL& EFFICIENT VENTILATION -AIR LEAKAGE: 3.OAIR CHANGES PER HOUR STEP A- N+m-INSTALLTVVEKAPRON BELOW ENERGY CREDIT3e WINDOW SILL HIGH EFFICIENCY HVAC EQUIPMENT ' - GAS FIRED, PROPANE, OR OIL FIRED BOILER STEP B • WITH MINIMUM AFUE OR 94%. INSTALL VYCOR ACROSS WINDOW SILL ENERGY CREDIT ED STEP C- -GAS FINE WATERR HEATING INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS -GAS FIRED, PROPANE, WRH MINIMUM EF OF 1 ENTR`� 15•-5 X T 1" 11z DSO FT nIUNG ONIM .�llLJ N 10'-9' X 5'i5" 6scCCEE WFT mtciAlr +A0 ynp 3LBI C NG JNU TRANS o -9r —ALLCIS N' ' X e'-9If SO PIT CEI 30B tlry m2'I I¢.JKaa a 12 1 II MASTER A COL�s-¢ITc 9❑2 I I 402D PIC I W 194020 PIC N. ..,5<CSO PIC Mt210ED PI:_ LIVING 28'-9" X 1 T-5" 381 SO FT OrciBLING 20H 3r OFFICE 14'.6" X V-7" 151 SO FT S' CEIURG mH 0 9EARNG WALL 120M CLOSET ❑2 MASTER BDRM 17'-9"X 13'-2" 1262 SO FT ®M"P 3 t2' 4'-112• r-tttrz'— W D12¢M0 C F�^ V MSOFT COUNT WCOUNG 6&s4 g6jes sE4� IS FallL amueC'L. 7TEACt ON tX . FLOOR PLAN NOTES J.STERLING SMOKE DETECTOR EVERY DWEwNG UNIT SHALL HAVEASMOXE DETECTOR LOCATED IN EVI9YY BEDROOM ANDATA POINT CENTRALLY LOCATED IN THE CORRIDOR CRMEA 1 GGNMGACCESSTOEACHSEPMATESLEEPINGAREA ieINNEW NUCTON, °oiNwn��EavuE�eRPm�KETME BUNG vnAND sBEmmBnHUUP. SMODEIECTOR J. STERLING MDM�UORAUIRWONCHVOFTESMSHELF MO HANGING ROD. ��1 1/4" = 1' U.N.O. BBUILTINSHELVES. 'E'.TE 11-4m202O 4 CMINET_OWNERICONTRACTOR TO VENFY. SQUA EGREBB S EM OPERABLE RECnON A, I REFEETMI , MINIMUM �FL�LLSECTIONTO SE2(NWI)EMU24' XCKSILLEIGHTMAXIMUMNFFOOR 611 TEMPEREDGLASS INSTALLED,SHALLBE QUICKEOW NGOF CESTOABSORB RMNIOIGH TNOTIS 7 ENDOFNG FROM HEOUICNCLMOI GFTHESEVAL"NGDPINOUT,NOTRAPPING. END OF PIPE LE INTHM 2IMMO L VE GROUND, PdNTNG DOWN. TANKS SHALLBE 3TMPPED WRHIN UPPER t2MOLOWER tOTO PPEVQIL OVERNPNING INM 11sRTHOUAKE MIN. EFFICIENCTF91% Z FALLON ❑ BATHROOM, HIGH ANDSI SIDES TO HAVE1 PdYfER LATFO%'WPE IIA•T&G PLYWOOD. 8 OSEO EMOSCNFINED1VEIEIMITHACCESS NLYTH THROUGH BEDROOM, W LL, PLLEDINMTCONFIOVIDE AT UEAST ACCESSONLY SAGE IN BEDROOM. W FURNACE ' OR CLOSET. PROVIDEATIFA T]O.OF WORCNG SPAF IN FROM OF PROWOEDRYER VENTTO EXTERIOR. PROVIDE RECESSED HOT& COUDSHUTOFF ❑MMBINMHLVESAWASTEAT RMH UST D5FT . NOTREMUOD CEISDUMILEIATOTAL 9 THE DUCTT SHAMt1 BE REEDUUCED M FEET FOREAEACH 4BD GREE SEND AND 5 FEET FORE EACH 9R DEGREE BEND. AMINIMUM "NOR DMMETER EXHAUST DUCT OF SM OOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACKLMFf DAMPER MECHMICAL FM. M311ROOM, LAUNDRV ROOMS AND POWDER ROOMS SHAD BE PRONDED MIT A MECHANICAL FM CONNECTED TO THE OUTSIDE CAPMLE OF 50 10 C.EM. MD S HALL NOT TERMINATE CLOSER THM 3 FEET TO MY OPERABLE WINDOW OROPENINGINTOTHEBUILDING. MINIMUM DUCT SIZE IS4 INCHES. DRYERNTCHEN, MDBATHFAMS SESEPARATELYVE MDTOTHEOWSIDE INSTAll.DUCTWORK PRIMING INSU TON FOR PRIMING N$PECTON. EXHAUST FMS TO BE NSTRRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE M TERMLS. MPROVED FLEX CEEDWG 5 FEET IN LENGTH MAY BE USED IN CONNECTION WRH DOMESTIC DRYER E%HAUST. Mi ///Ji�' 11 LE ORUSE FMSSHww Ew MMDA CON ROLMOA TaMAnc CONTROL, SUCH ALE CKnMERWITHAZONEW.TINGOFI.SORLESS. • 3WMIN.ATTCACCESBTO BEACCEMISM WTH UNOBSTRUCTED HEADROOM. 12 FRAMEOMACCEWHOLETODEPTHOFINSUUATIONWMNOTLESSTHANIWPLYWOOD. G A MSCOVMINGAMGESMBEHINGEDMDSHALLBEWFATHERSTNPPEDOR SEALEDTIGHT. 13 GUARDRNL]5•MOVEFINISHMROORSTNRHANDRAIL36•ABOVESTNR NOSING. IERMLL EDWTE RAIL SPACING SHANOTALLOW A4-DIAMETER SPHERE TO PASS CO THROUGH PER MC, SECTION 312.2 WS IrII PREMMUFACTURED, ZERO CLAREINCE GAS FIREPLACE CONSULT WITH OMMER FOR N j CO c 14 �MMCKAGECONTRACMRB UMSUMEALLOPTONS. RFFERTO N MANUFACNRER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE OD SURROUND & HEARTH MATER9LL. >Q O 15 GARAGEFLOORSUWACESSXALLBEMIN.4•CONCRETE SLOPECONCRETEFLOOR 0 O, MIN WISER 13'TOWARDS MAIN VEHICLE ENTRY DOORWAYORTOWARDS FLOOR GRAIN. LL GO N NO0 ?C MFe Go F a v 16 20MIN. FIRE POSTED DOOR W/SELF-CLOSING DEVICE Lu O mO N GENERAL NOTES CD coa o a ¢ M,9 1 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE ALLHEADERMATERIALTOBE4x10D.F.#2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 -16" O.C. STUDS, UNLESS NOTED Q OTHERWISE. O o C ALL INTERIOR WALLS ARE 2 x 4-16"O.C. STUDS, UNLESS NOTEDJIFOR /V/�// C OTHERWISE, Z LL. � a PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET W O_ d DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWZ Z W i LOCATIONS. w FRAMING NOTES Z p Q U REFER TO SHEETA4 FOR FOUNDATION NOTES AND DETAILS. 0/ COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OFV W U l FOUNDATION/SLAB/JOISTS BLOCKOUTS. w O C FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE ISO C SCHEMATIC DESIGN ONLY, MANUFACTURER SHALL PROVIDE ANDENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPRD_ M PRIOR TO THE FABRICATION AND INSTALLATION. M ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER FLOOR SHEATHING TO BE 3/4" CDX OR OSS STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK Sd's @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL, PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONSAND BETWEEN UPPERAND LOWER STUDSAT FLOOR TO Own FLOOR HOLDOWN LOCATIONS, 02 PROVIDE BLOCKING BETWEEN IJOISTS AT INTERIOR BEARING Jy�o LOCATIONS WHERE THERE IS A LOAD BEARING WALLABOVE, Dag 6 ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 8gC €w Ila INSTALL HURRICANE TIES ATALL TRUSS OR RAFTER TOP PLATE .g0" CONNECTIONSAS WELLAS FROMTRUSS OR RAFTERTO BEAM O 8 °E CONNECTIONS. O RIs 01 Z 010 Q as8�e side PLAN AREAS MAIN FLOOR 11537 SQ.FT, TOTAL LIVING AREA: 11537 SQ"FT. GARAGE 503 SQ.FT, ENTRY PORCH 74 SQ"FT, OWNER APPROVE INITM : PAGE#: PAGE GENERAL NOTES J. STERLING 12 MANUF. 71�—� STANDING SEAM MEIN 11%21 ]/i6'SHEATHING AIR BAFFLE W/ 1' GAP\ ALUM. DRIP EDGE --.- --- - - - - GUTTER 2% 'a TAIL 2X 12 FASCIA HEEL VARIES STRIP VENT - VENTED BLOCK ENCLOSEDS FFR &WSHEETROCK �ZWO" 1/2'SHEETROCK 2X6 WALL 2 X 10 TRUSS TAIL DETAIL 1 scN -112. 1' :�m cvnv:,...` - coo.xn:rco�b,:Nrno„c,lr. mr,cn, .3. s . c..,,.x • �a.9ww+�r m�H2 f,:. A.1.: h,ce.:. m.,....i. ffia,:Fm.. CS:r H.m...;U..s-R ter.;� majga vlum x h: Uss Id. , Samc;>S1sSmlu q<:'aebbn. a.Nk<�_-_._._: A. coSIM t-�e. f rcs^.FeGE,mear >9-eaave:m. - sai5 .,,A uruda,.Ym�xtwama I��llc�fCc .,..�aa.:sm.s umm., Azs,,,,+im,�v,:.. m� Iawe>=.u� ��aoou Owl mrvae L.4M.ad1<M.mc �x6a..0 c.,.ssc.�y*. W L �IedEn Coos,r,im:RM:cal6-xe< inv.&�e,nvh VIA m:.:Ly: Oa.amvl:'CC. rgyvaee:Tvema,us ..w ..,Yan_..at ,s Re..eae.oz- RwAkf . m:w�nea,eeutpmwkt6d+5"�uemaEiamometxts:.vo-anr ,::; �.eSkaF.w zW sm, kiR.an�.-> l A9 TS TailSa.a II utimm, SD«arA.,J. wumn stvmor�+1 AT* t%� tl.¢zrsum ,rtf.: me, dze �x eaAmamY®tr d..kdb,aeemShm-t.:o,s�.. .,e:>:ryo.e V5 aFP5,yNfr®m3h,a.2!eucxµ,e,c: �> e,.M fT-,d. ad "mua4 ci wMbc mw6am s...mmniew,. sm�=3 re.ac:��o maw omi go ^mag:d a.nm.d b) Coacr looming.• u.e:. m,mad. vapor �of m.uo ,m�,�eu< . dm.og. mbl°. Pnn 2 X10 TRUSS TAIL DETAIL L scALEan=r MCP1E5,«•�DN�H A COVD r`r'uNcx E�uyfiEQ's SEAL• 15 Foll �T4tLT'e, =TEKS ONLY. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIALTO BE 4 x 10 D.F. # 2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 - i6' O.C. STUDS, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE 2 z 4- ifi' O.C. STUDS, UNLESS NOTED OTHERWISE. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FRAMING NOTES REFER TO SHEETA4 FOR FOUNDATION NOTES AND DETAILS. COORDINATE W/ MECH. 8 ELEC. FOR LOCATIONS 8 SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLOOR JOIST OR ROOF ONLY. MANUFACTURER ANUFACTU LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURERARTM PROVIDE AND APPROVAL ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIORTO THE FABRICATIONAND INSTALLATION. ALL TRUSS TO TRUSS 8 TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER FLOOR SHEATHING TO BE 3/4' COX OR DEB STURDFFLOOR TSG, GLUE AND NAIL W/ RING SHANK Btl's (� 6" EDGES 8 72" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7116" OSB OR EOUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOORTO FLOOR HOEDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN WOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL, INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELLAS FROM TRUSS OR RAFTER TO BEAM PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537SQ.FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. J. STERLING 1/4" 1�-4-2020 0 c O_ N m `o Q O 21 m aa�Q1 I°31 I mrnu AVG.ORG. 47S.7 � ' GRADE PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1 ,537 SQ.FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT, `No ,I(--WER ------ 3 114020 PI W1240W PI - - wt)4o20 PIG LAW& U— ASSEMBLIES AND FINISHES NOTE: MATERIALS AND FINISHES INDICATED IN ELEVATIONS ARE FOR ILLUSTMTKIN PURPOSES ONLY. VERIFY ALL MATERIALS AND FINISHES. ❑METAL ROOFING, VENTED RIDGE OR ROOF TO WALL VENT, 1 ROOF SHEATHING PER STRUCTURAL, MFR. TRUSSES 24' O.C. HEELS PER STRCTRL., R49 INSULATION, 518" GWB ❑I METAL CHIMNEY CAP 2 CONTINUOUS ALUMINUM GUTTER MATCH ROOF COLOR, 2X12 TK CEDAR FASCIA TSG WITH CONTINUOUS STRIP VENT AT EAVES, 2X12 TK CEDAR FASCIA (B) VERIFY FINISH, STRIP VENT, 2X12 TK CEDAR FASCIA ❑HORIZ LAP SIDING, FIBER CEMENT SMOOTH @ 4' 5 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM ❑HORIZ LAP SIDING, CEDAR W/ NATURAL FINISH @ 5' 6 EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM CORRUGATED METAL, VERTICAL.'U METAL OUTSIDE CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM. SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 ® INSULATION ARIOR FINISH WALLS OF CONDTIONED SPACE, 1/2' GWB INTERIOR FINISH ❑BEAM PER STRUCTURAL, NATURAL FINISH IF IXPOSED 9 TYPICAL 2X4 OR 2X61NTERIOR WALL FRAMING, 1/2' GWB 10 FINISH, VERIFY STRUCTURAL PER PLAN ARCHITECTURAL ACCENT- VERIFY 11 FENCE PER PLAN, VERIFY MATERIALS AND FINISH 12 INSULATED SLAB PER STRUCTURALAND ENERGY CREDITS 13 AT CONDITIONED SPACE. VERIFY FINISH. 14 BUILDING SECTION 1 J. STERLING J. STERLING iiG¢'dIY�II, 0 U O N j N } N y � C Q U 3 rn W O� � o m° °f J Q o O m a Q M a N Do w OWp Z w � C6 Lu w W UO rn INITIAL BUILDING SECTION 2 MAIN FI AVG.OF GRADE PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ.FT. GARAGE 503 SQ.FT, ENTRY PORCH 74 SQ.FT. HFAneA — L� _ w s3oso P ° JC F243MOl � E �! l ASSEMBLIES AND FINISHES NOTE: MATERIALS AND HNISHES INDICATED IN ELEVATIONSARE FOR ILLUSTRATON PURPOSES ONLY. VERIFYALL MATERIALSAND FINISHES. ❑ METAL ROOFING, VENTED RIDGE OR ROOF TO WALLVENT, 1 ROOF SHEATHING PER STRUCTURAL, MFR. TRUSS E524' O.C. HEELB PER STRCTRL., R-49 INSULATION, 5/8' GWB CEILING. ❑METAI CHIMNEYCAP 2 CONTINUO US ALUMINUM GUTTER MATCH ROOF COLOR, 2X12 TK CEDAR FASCIA 4 (A)iXB TBG WITH CONTINUOUS STRIP VENT AT EAVES, 2X12 TK CEDAR FASCIA (B) VERIFY FINISH, STRIP VENT, 2X12 TK CEDAR FASCIA HORIZ LAP SIDING, FIBER CEMENT SMOOTH @4' EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM ❑HORIZ. LAP SIDING, CEDAR W/ NATURAL FINISH @ 5" 6 EXPOSURE, X METAL OUTSIDE CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM CORRUGATED METAL, VERTICAL.'U METAL OUTSIDE 7 CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM. ❑SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 8 INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, 7/2" GWB INTERIOR FINISH ❑BEAM PER STRUCTURAL, NATURAL FINISH IF EXPOSED 9 TIPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING, 1/2' GWB 1 Q FINISH, VERIFY STRUCTURAL PER PLAN ARCHITECTURAL ACCENT- VERIFY 11 FENCE PER PLAN, VERIFY MATERIALS AND FINISH 12 INSULATED SLAB PER STRUCTURAL AND ENERGY CREDITS 13 AT CONDIT ONED SPACE. VERIFY FINISH. 14 LLI 15 16 BUILDING SECTION 3 J. STERLING J. STERLING 1 /4" - 1' U.N.O. 11-4-2020 �f/ V �Z LL �O i 0 U C O N 3 m � a $ � m � m I- n c W O p ci in aQ�`�°31� ASSEMBLIES AND FINISHES NOTE: MATERWSAND RNISHESINDICATED IN ELEVATIONSARE FOR J. STERLING ILLUSTRATION PURPOSES ONLY. VERIFYALLMATERNL6AND FINISHES. aMETAL ROOFING, VENTED RIDGE OR ROOF TO WALL VENT, E ROOF SHEATHING PER STRUCTURAL, MFR, TRUSSES 24' J. STERLING O.C. HEELS PER STRCTRL., R-49 INSULATION, 5/8" GWB CEILING. ❑METAL CHIMNEY CAP 2 1/4"=�1 U.N.O. € CONTINUOUS ALUMINUM GUTTER MATCH ROOF COLOR, 2X12 TK CEDAR FASCIA 11=4-2020 ovEB BU=NGxr' _ _ _ _ _ _ ovERAu 493.5'- -------------- ---- --- --- 1---------- ----------------------------- ® (A)NTINUOUS STRIP VENT AT EAVES, 2X12 2 TK CEDAR FASCIA (B) VERIFY FINISH, STRIP VENT, 2X12 TK CEDAR FASCIA BBo 12 ,rsF g ❑ HORIL LAP SIDING, FIBER CEMENT SMOOTH @4' 5 EXPOSURE, X METAL OUTSIDE CORNERS, PRIMED SPRUCE 3 INSIDE CORNERS AND VERIFY FENESTRATION TRIM 4 HORIZ. LAP SIDING, CEDAR W/ NATURAL FINISH @ 5' EXPOSURE, X METAL OUTSIDE CORNERS. PRIMED SPRUCE wvEn _ 3 4 © INSIDE CORNERS AND VERIFY FENESTRATION TRIM 10=0 PI CORRUGATED METAL, VERTICAL.'L' METAL OUTSIDE U) F 4 Lu CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY p i _ _ - FENESTRATION TRIM. E 3018 PI 3018 PI 063018 PI 3618 PI 7 5 SIDING PER ELEVATION, 2X6 L INSULATION AT EXTERIOR WALLS OFRAMING, CONDITIONED SPACE, iq g 11 ® 1/2' GWB INTERIOR FINISH q aqm g ❑ BEAM PER STRUCTURAL, NATURAL FINISH IF EXPOSED !I l dill. _ 1Z 12 9 TYPICAL 2X4 OR 2X61NTERIOR WALL FRAMING,1/2'GWB �Y pp r 10 FINISH, VERIFY STRUCTURAL PER PLAN ip MAIN FLR. 476,0' ILL, 16= -_ y� S 7 AVG. aRG. 475,7 ARCHITECTURALACCENT- VERIFY GRADE 11 FENCE PER PLAN, VERIFY MATERIALS AND FINISH 12 0 U C INSULATED SLAB PERSTRUCTURALAND ENERGY CREDITS 13 AT CONDITIONED SPACE. VERIFY FINISH. N 3 N Q U 14 0 U. ? mLu N o 15 w oo 0 D] Q N 0 m as M 16 NORTH-WEST ELEVATION a o UI W Y N Z OfGo w m Z w� a �Z�w G�RN BGI�IxGx. w W v o ovERALL 493.5' - - 1 � Q ------- ------------------------------ 4 5 4 d VJ M Q M mm ar r i ------- - - - - -- --- 3 5 � wo, sozB Pl 5 3 w 4 4 Z x€cBR a - - - 11 302(IAWN O w 4 g ��78] ; null MAIN FUR. 475.0' ORG.4757 GRADE c tloo GRADE . so ui €SF" w` OWNER APPROVAL INFW PAGE: PLAN AREAS MAIN FLOOR 1,537 SOFT. AVG.ORG. 475 7 GRADE PLAN AREAS MAIN FLOOR 1,537 SQ.FT. TOTAL LIVING AREA: 1,537 SQ.FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT, ASSEMBLIES AND FINISHES NOTE: MATERW.SAND FINISHES INDICATED IN ELEVATIONSARE FOR ILLUSTRATION PURPOSES ONLY. V RIFYALL MATERIALSANO FINISHES, METAL ROOFING. VENTED RIDGE OR ROOF TO WALL VENT, 1 ROOF SHEATHING PER STRUCTURAL, MFR. TRUSSES 24' O.C. HEELS PER STRCTRL., R49 INSULATION, SIF GW B ❑I METAL CHIMNEY CAP 2 CONTINUOUS ALUMINUM GUTTER MATCH ROOF COLOR, 2X12 TK CEDAR FASCIA 4 (A)iXB T&G WITH CONTINUOUS STRIP VENTAT EAVES, 2X12 TK CEDAR FASCIA (B) VERIFY FINISH, STRIP VENT, 2X12 TK CEDAR FASCIA HORIZ LAP SIDING, FIBER CEMENT SMOOTH @ 4' 5 EXPOSURE,% METAL OUTSIDE CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM ❑HORIZ LAP SIDING, CEDAR W/ NATURAL FINISH @ 5" -6 EXPOSURE, X METAL OUTSIDE CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM CORRUGATED METAL, VERTICAL.'L' METAL OUTSIDE 7 CORNERS, PRIMED SPRUCE INSIDE CORNERS AND VERIFY FENESTRATION TRIM. SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 ®INSULATION AT EXTERIOR WALLS OF CONDITIONED SPACE, 1/2' GWB INTERIOR FINISH ❑BEAM PER STRUCTURAL, NATURAL FINISH IF EXPOSED 9 TYPICAL 2X4 OR 2X6 INTERIOR WALL FRAMING, 1/2' GWB 10 FINISH, VERIFY STRUCTURAL PER PLAN Mimi ARCHITECTURAL ACCENT- VERIFY 11 FENCE PER PLAN, VERIFY MATERIALS AND FINISH 12 INSULATED SLAB PER STRUCTURALAND ENERGY CREDITS 13 AT CONDITIONED SPACE. VERIFY FINISH. 14 15 100 16 SOUTH-EAST ELEVATION J. STERLING J. STERLING 11-4-2020 o Z �NRIAL NORHT-EAST ELEVATION PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS /CONCRETE GENERAL NOTES PREFABRICATED WOOD PRODUCTS: PREFABRICATED FRAMING CONNECTORS: CONVENTIONAL WOOD FRAMING FOOTINGS, FOUNDATIONS, SLABS ON GRADE: BASIS OF DESIGN -APPLICABLE CODES: PmfandplM inu<ses_Where shown on Me plans, all prefabripled an,darn,rer: Simpson brand is specified, however any other nationally r_e^oral Cnn=nnrgn«Predrill all nail holes where required to avoid splitting. Connell all wood members perthe Plans and [=eneechnipl Rennd; CCl is not aware ofa geotewnipl report for Mis project CCl strongly recommends[hate Code, Thedesigns herein are prepared in accordance wiM the 20101BC. slmdurel roofing members shall be designed bye certified professional ewgnized brand may be used provided Mat they are equivalent in their applicable building erode. Where Structural Plans do not specifiply addressasWctural element, consWUsaid element geotechnipl report be partarmed bye qualified 9eotechnipl engineerfor all wnsWctlan projects. Soils anatysis and Construction shall conform with the most recent building wde adopted by engineer. The pretabripted structural roofing designer shall provide to ability to carry all applied loads in all orientations. per minimum building code. geoteehnipl engineering are not a specialty of CCI. CCI depends on others far the provision of sails data, which inctudes Me approving jurisdiction. Me Contractor stamped design tlrewings wiM appropriate notes showing Instanatinm The Contractor shall install all prefabricated items in shill Framing Material qG sawn framing lumber, not induding beams, posts, an0 wlumns, shall be Spruce Pine Fir, Hem Fir, or bW is not limdetl to: allowable bearing ppadty, liquefaction potential, slope stability, active and passive lateral pressures, r:atnnlagnne. The calculations included herein are only Moce required to member sizes,forces, installation procedures, blacking, bracing, etc. accordance wiM Me manufacturers rewmmendations and requirements. Douglas Fir -Larch, Number2 or batter, unless otherwise shown. All sawn wood shall have moisture content less Man internal friction angle, and cohesion. In Me absence Uageotechnical report CCl will make assumptions regarding sail ensure wmpliance wiM wde. We do not intend to wmpute every Fggjl,eered wood -[:Hoer=t 7ese produUs must be provided, stored, The load cartying capacity of the prefahricaled item cannot be guaranteed 25%, parameters, however, CCI fakes no responsibiiy or liability for fuNre settlement, or damage or injury rive to eadh sW aural element nor every load combination. Much of our anatysis is and installed in accordance wiM manufacturer's recommendations. if this provision is not adhered to. Nails antl screws which will be exposed Sn,d= Studs in eMenor walls shall be a single memher (not spliced nor diswntinuous) from horizontal diaphragm M movement or failure of any kind. "BI" (By Inspection.) Failure to do this may void the warranty and diminish bed pnying to weather shall be galvanized or stainless steel. IF installatlon risks horizontal diaphragm(horizontal diaphragms are roofs and floors Mat connect to exterior walls.)Use balloon Naming at cm rt rat P'II"StmcNral Fill"shall be granular material conforming to local or state highway specifications for Imparted ABBREVIATIONS: capacity. Any natonally-rewgnized brand Mat meets the below cracking of wood, wnlaU engineer for allemafe nailing and for altercate stairwells, openings in floor diaphragms, etc. Stud size,material, and maximum IengM between diaphragmsis shown in road base orsub base; or use sand or other dean granular materials no larger than pea gravel. AllsWctural fill must be specifications is acceptable. connector. shear wall fable. wmpactetl per the following section. c�Nwkw•a.,• pcl (Parallel Cnandlnmherl and versa -tam Use minimum 2,DE, 2,900 c�mn=an ens N�ood cnrrw_. VyAere spedfied, install per manWacturer's Roams and Pnsh; .All sawn structural beams,headers, and posts shall be Doug Fir Larch No 2or Netter, except where romnarrinn-piace all fill matadals in lifts not exceeding 8-inches. Compact using mechanical (vlbretory or impact) ee �e ��r..r psi m m allowable bending stress. recommendations. Ingeneral Mese do not need pilot holes. However, rf exposed to weaker and specified as PT (Pressure Treated) maybe Hem Fir No. 2 or better. Glulams, PSLs, LVLs, etc. methods, In paved areas and under sWUures, use sW dural backfill compacted fe 95 % relative wmpaction. Innon- w,�.yl �� a�minaren ve^ee.l „cone.)_ Use minimum 1.9E, 2,600 psi minimum wood is old and or very dry pilot holes maybe required to avoid sDlitfng. shall he per Pm(abdcatetl Wood Products section below. Davetl or Hart -footing areas use struUural backfill or native backfill minus rocks, lumps, and organic matter, compadetl to iU�� allowable bending stress. Use IengM as specified In Plans hul never less Man required to ensure Naile: Nails rolled out herein are "common" sizes, i.e. 16tl, 12d, tOd, ed. Smaller diameter, similarlengM nail gun nails 92%relative compactlon. rs.,e�m,` m I SI rl aminalad e_nand l „mherl. Members indipted as 1.5E shall have full shengM. maybe substituted provided 50 %more nails are used. For example X 6, 16d are called out, Me number of similar IengM . Where pipes enter and exit structures (distribution boxes, utility boxes, vetch basins, manholes, etc.) use structural fill � ^ min.,l.SE modulus of elasticity and 2,300 psi allowable handing stress. S^mn=nn en wood snrewo WiM most Simpson connecters,Contractor 131 diameter nail gun nails required is 6'1.5=12. As another example if l6d nails are piled out at 4"spacing, Me around the sWUure.Carefully place and compact to 95%relative compaction under and around all pipes. Members indipted as l.3E shall have min., l.3E modulus of elasticity may use SD9 in lieu of 10d nails,and /or S010 in lieu of l6d nails. These spacing of similar IengM, narrower nail gun nails shall be 4/1.5=2.7". When roots,rocks, or other undesirable materials pose over-expva8an, fll over-expva5on and pmpact per the above. cF. �„y„"Fy` and 1,700 psi min. allowable bending stress. are provided in l-1/2'and 2-1/2"lengths. Use the IengM necessary for full shear N!anr Walls called out as shear walls on Me Plan shall be wnstmcted per Me Structural Sheer Wall Table herein Fnnndafiens. Fnrgng=on coaAll footings and foundations to bear on undisturbed existing soil or stucural fill. All organi J. STERLING J, STERLING e 1/4" = 1' U.N.O. 3 11=4-202O — V �Q)W @ ) G ¢_ `^ i m E c O_ N N b m rn C a U 0 N N N ? mF v v W 0 0 h m ❑ m n J O . a S R z u, m as M Q O Y N Z W �� zWZW¢ uJ m W O U Z 0 �H U W cYj 0 (� ❑� Z a Ma d) M p_sa 66h W gtl= O I d92di= Z '611H IP Q02 5= l=12o ag^s6 s3e1 U NMZ2� DNMZ o afia M3.� OWNER APPROVAL INRWL PAGE #: ` �. 1 PAGE: 1 HP. lown Fir WEEN OMEN FEENE cl� PLAN AREAS MAIN FLOOR 11537 SQ.FT, TOTALLIVINGAREA: 11537 SQ.FT. GARAGE 503 SQ.FT. ENTRY PORCH 74 SQ.FT. HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP b �o1�uNwnte a �,.vp I 4\N ,, _ • u1 m""I Vw me, m NV _ �.sm M s, V. gmtot rCti�` INK TRUSS HEEL NO SHEATHING SPLICE i �'. rr SHEARWALL TOP CONNECTIONS TYP. SHEAR WALLTOP CONNECTION -FRAMING PARALLEL. RIM OR CONT BLOCKING NO SHEATHING SPNCE SHEATHING SPLICE TYP. SHEARWALL BOTTOM CONNECTON ON FRAMED FLOOR JOIST JOIST W/SHEATHING W/SHEATHING SPLICE OVER RIM JOIST 0 TYP. SHEARWALLTOP CONNECTION - FRAMING PERPENOICU W R TRUSS OR RAFTER TOP OF SHEAR WALL RAFTER OR JOIST TOP OF SHEAR WALL RAFTER OR JOIST SPLICED OR STOPS L iTHD 2PW 1THD w -ALL EXTERIOR WALLS ARE 1 PW EXCEPTAS NOTED -NO INTERIOR SHEAR WALLS REQUIRED 1 PW SHEAR WALL TYPE W MINIMUM LENGTH OF SHEAR PANEL. IF " W" I CONSTRUCT ENTIRE WALL PER THIS CALLOUT. IF "NS" MEANS NOT SHEAR WALL. BUILD PER CODE MINIMUM CALLOUT STUDMATERML NAILEDGE/FIELD TOPPLITE $ILL PLATE& BLOCKING AT TOP OF WALL TOP OF WALL BOTTOM PLATE MUDSILLANCHC CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE CONNECTIONAT CONNECTIONAT TO FRAMING MAX TOCONCRETE WIND/SEISMIC MINIMUM SIDES OF WALL SCREW SIZE MAX. FT. MAX. INCHES MINIMUM (SEESTDSTRUC. SPACING@STUD MINIMUM SPLICE STUDSW/EDGE UNSUPPORTED PARALLEL PERPENDICULAR SPACING IN SPECS.) SPACING IN INCH MINIMUM NAILING EDGES FRAMING FRAMING INCHES 10, 24" 2X4 SAWN N6I026• CONT.SHE11THING 7/16" OSB ONESIDE. W12�tfi• CON.SHRLTING A/BLOCKING OR OR6'MAX EE "ITROLTOR APPLYERHER 12' 16" 2X6 -SAWN fi%2®tfi• DETAR. AX BEE H2.50RSDWC W/3'TENHD iPW 16$ / 120 OR 7/16" SIDEDIRECTLY $d 48^ LAP AI SEEDETAILMAX OR WASHER PLYWOOD TO STUDS (2)ZX4 (8)18dNAIL$ NA DETAIL SEEDEIgIL 16d@6" 16' 12" 2X6 SAWN 6I12R12' OR MASAOR MASAP 22' 12" 1.75 X 5.5 LVL 6112 R 12• D1 D2 D3 10' 16" 2X4 SAWN COWL SHEATING µ,°LBocpNc NG 7/16" OSB ONE SIDE. OR A34 OR LTPd 5IB•.4BOLTOR 2PW 490/350 OR 7/16" AIPEDIR APPLYEMER gd 12' 16" 2X6 SAWN 4/12 16' AT36•MAXSEE H2.5 ORRSDWC W 11TENN NO 48" LAP W/ DETAIL 156M 24• MAX W PLYWOOD TOSTUDS (2)2X4 (8)16d NAILS SEE DETAIL 16d@4" OR MASAOR 16' 12" 2 X 6 SAWN MASAP 22' 12" 1,75 X 5.5 LVL D1 D2 D3 10, 24" 2X4 SAWN CONT.SHEATING CON. SHEATING 1/2" OR AlBLOCwNGOR ORA36 OR SEE 5/6• J-BOLT D BOTH 5d FOR 1/2" DUAL AX BEE H24 OR 156W@SDWC W/3" TENHO 5GW 220 / 220 OR 5/$" 14' 16" 2 X 4 SAWN a4 @ zr 2 2X 4 4B^ LAP W/ yL NA SEE DETAIL MAX16d 6" W DRYWALL SIDES 6d FOR 5/8" d/d R16• O (S)16d NAILS DUAL @ MAS AsgoRR MASAP 16' 16" 2X6 SAWN D1 D2 D3 SILLANCHOR MA%SPAOING MIN. EMBED 72"/4" 36" / 4" 72°/4" E��E1NaEER's 5E4� IS FeR ST4I.Gt'L =TENS ON LY . J. STERLING J. STERLING 1/4"=1' U.N.O. 11-4=2020 E 0 c 0 N j N m N O � � m thF ^ L W O� O � INfMI Site Address 3I 3% Bui{dinq Permit # �06, AI�J 1 Project r 0 [; 10) �0 Building Public Works 1 Zo 5�L ---i i I I Punning �� J�°v U► i i I i i i I Storrnwater i Fire �I /� I rI SIT*UI ".47 (� I i i i I I Project Inter-Departrnentai Plan °evie� Tracking