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3 - Building Permit Application
SEWAGE DISPOSAL: WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Approved/Date \\Fir1—r1r\r4nfn\fnr—\G RI r) Ann RIA rnf Type Amount Paid BV: Date: Receipt Perm it Plan Check State Building Code Scanning Fee EH SEP/RES Rev Potable Water Application Total: $1,064.00 SRE $1,081.60 SRE $4.50 SRE $23.00 SRE $131.00 SRE $131.00 SRE $2,435.10 AIA19017 04/04/17 169541 04/04/17 169541 04/04/17 169541 04/04/17 169541 04/04/17 169541 04/04/17 169541 BUILDING PERMIT APPLICATION M 0014 Review Type: Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD17-00137 Received Date: 4/4/2017 SITE ADDRESS: 401 GRIFFITHS POINT RD NORDLAND, 98358 OWNER: KARL & CINDY ANDERSON PHONE: 425-210-6479 401 GRIFFITHS POINT ROAD NORDLAND WA 98358 SUBDIVISION: Block: Lot: PARCEL NUMBER: 021324004 Section: 32 Township: 30 N Range: 1E CONTRACTOR: LEXAR HOMES PHONE: (360) 379-1799 92 KALA SQUARE PLACE PORT TOWNSEND WA 98368 Contractor's License LEXARH" 842C Expires 2/24/2018 REPRESENTATIVE: LEXAR HOMES PHONE: 360-379-1799 94 KALA SQUARE DR PROJECT DESCRIPTION: NSFR WITH ATTACHED GARAGE SDP17-00005- SEP16-00099 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION MAIN: 1,491 190,751.00 CODE EDITION: ADD'L: 2015 HEAT TYPE: EEE OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: DECK: 460 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Approved/Date \\Fir1—r1r\r4nfn\fnr—\G RI r) Ann RIA rnf Type Amount Paid BV: Date: Receipt Perm it Plan Check State Building Code Scanning Fee EH SEP/RES Rev Potable Water Application Total: $1,064.00 SRE $1,081.60 SRE $4.50 SRE $23.00 SRE $131.00 SRE $131.00 SRE $2,435.10 AIA19017 04/04/17 169541 04/04/17 169541 04/04/17 169541 04/04/17 169541 04/04/17 169541 04/04/17 169541 tN DEPARTMENT OF COMMUNI } DEVELOPMENT 02t ;iter Ju rear, P.,_r I0�� n,en�1, C\A , 1 J V� l I-F)i } , i ,��. iii i i,,) 44,1 t`+:': !, ��c � ��,_i�et rauet_n.tiur. �.a�tun�ie?1?t'�dcrcicatr�tirru� a � !� `�� � mui'_ tle�i �r.ce�.��&tec;��n ,r�__a• , PERMIT APPLICATION I00 Steps in the Permit Process: -Review application checklist to ensure all information is completed prior to submitting applicatlonn -Make sure septic has been applied for and water availability has been proven.? -Make an appointment to meet with the Permit Technician by calling 350-379-4450. -This is not a standalone application; it must be accompanied by a ,project specific supplemental application, -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit # 137 Related Application #s: MLA # �` — t-4 Site Information Assessor Tax Parcel dumber: ? Uel - - Site Address and/or Directions to Property: Access (name of street(s)) from whitaccess will be gained: � Present use of property: [ i 1.L l o cg�-'rc Description of Work (include proposed uses): W / 774 /9,C-61AAC e,14e /,-J AJ6 E Wastewater - Sewaj This property is served by Port Townsend or Port Ludlow sewer system? YES NO If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: Septic Septic Permit #: _ Community Septic Name of System: Case #: Are other residences connected to the septic system? r4c> Additions or repairs to sewage system: Is it a complete or partial system installation: Complete Partial Has a reserve drainfield been designated? Yes No Date of Last Operations & Maintenance check: Attach last report to application Describe or attach any drainfield easements, covenants or notices on title, which may impact the property: The authorized agent/representative is the primary contact for all project -related questions and correspondence. The County will mail / e-mail requests and information about the application to the authorized agent/representative and will copy (cc) the owner noted below. The authorized agent/representative is responsible for communicating the information to all parties involved with the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts County email (i.e., County email is not blocked or sent to "junk mail"). Applicant/Property Owner Information Property Owner, Name: Gt ✓ ( ���� � Address: u '47'+6 '+6 KI/G'f� WJS Phone #: ZS- -2- t v t� q ? E-mail Address: Lir i� �r Please cp.ntact Authorized Agent/Representative with project info. (select only one). Property Owner Signature:! 0- -14 Date: Vote: For projects with multiple owners, attach a separate sheet with each owner(s) information and signatures. A.ppiftan't: Authorized Agent/Representative (If other than owner) Name: Q 6UKsl<, L V-eu t) ,v,,,? Address: C3 Z- (CGAA to _FZLa3%e 8- u) Phone #' Cop -y(.( _ I E-mail Address: Vo1,,JC6SQ( x�� ��.C�a•�;c Professional. Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: .V -e y -ho e ✓ `16e License # 3 Address: is e t � �iSLm W!.� v �cs 4�� C_6keA c--� W /� Phone #: - J, -� J (,G E-mail Address: Professionals Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: License # Address: Phone #: E-mail Address: Professional- Is this an Authorized Agent/Representative for this project ; NO YES Engineer Architect Surveyor Contras Consultant Name: License # Address: -- Phone #: E-mail Address: By signing this application form, the owner/agent attests that the information provided herein, ar t�i7fil any attar mems, is true and correct to the best of his or her knowledge. Any material falsehood or any omission of a material fact'Ae by the owner/agent with respect to this application packet may result in making any issued permit null and void. & I further agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal, state and county laws and regulations and I agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Applicant may request notice of the unty's intent to enter upon the property for visits related to this application and subsequent permit issuance. Signature: Print Name: ai6 &'Pels Date: 2 2 Z, 7 DEPARTMENT OF COMMUNITY DEVELOPMEN i 62 l Sheridan Street, Port Townxntl, \C• \ 98 368 1'el: 360.3-9 4430 � I ax: 360.379.-1431 Web: wvv�. w.a..�rtfrr,nn. vii..iac,+�nntmit�rlerclnhmeair ��r J''r'.� I :-mail: �1a1 rr.t- (4 SUPPLEMENTAL APPLICATION , RESIDENTIAL OR COMMERCIAL BLDG PER 9"i° For Department Use Only Related Application #s: L-A Site Information Owner Name: G✓ Type of Building New Addition Select One: Single Family Residence Proposed Building/Project Number of floors S( ,/)q i& Heat Source Receipt #: Payment #: Assessor Tax Parcel #: 02 GCI Replacement Relocated Repair Demolition *A separate permit is required Modular Other list # new bedrooms 'ji existing # new bathrooms �� existing total bed totalbath Electric Heating Oil Wood Propane Enter the square footage (sq/ft) that applies in each field: Structure Existing Sq/Ft Proposed Sq/Ft ICC Valuation (office use) Residential / Commercial Main Floor -f-jeMd )&4 l Residential / Commercial Second Floor Additional Floors - heated / unheated --~ Basement - unfinished - Basement - finished space or habitable -- d Detached Garage - heated / unheated Attached Garage - heated / unheated Garage 2nd fl - unfinished storage —" Garage 2nd fl - finished space or habitable — -- Carport - 2 walls or less Deck - uncovered — -- Covered porch -- Q Other (shed, barn, pole bldg,etc.) 2710 Estimated Cost of Project (Required): $ List existing buildings on property (i.e. house arae accessory d elling unit, shed barn mobile home other): All Existing Buildings on Property Use < 1nVj z— E �e -4-w s ,nn. aiA - -�zvz--c of S �46 V -a 4 e Builders Statement The signer of this statement certifies that they are the Owners of the parcel referenced herein, that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Print Name: Date: By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of his or her knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this a p cation pac et ay result in making any issued permit null and void. / Date?/ZZ / 7 Signature:—�Oi�ePrint Name: For Department Use Only Building Permit Fees Building Base Plan Check Review Land Use Review Septic Review Potable Water Technology/Scan State Fee Other Fees Shoreline Exemption Zoning Zoning Other New Address Total Fees Receiot # Date: $270.00 $131.00 $176.00 $23.00 $4.50 VAl - a"'w .S�j � ;r 1�5J• •'V.fi 0/k. 00 Cash/Check/CC: Di.IaART MENT O E' CONINIUNIT A STORNIVATER C�LI_.Gt�i�AT'IO i � U��KSHEET DETERMINING STORNIWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as "small," "medium," or "large-" The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful For completing a Stormwater Site Plan, if required- PARCEL SIZE (I.E., SITE) Size of parcel v t4_ acres An acre contains 43,560 square feet, iVlultiply the acreage by this figure Size of parcel in square feet � � n sgift Land -disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non -vegetative) and/or the existing Soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock, western red cedar, alder, big -leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION, AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded, filled, excavated, and/or compacted for proposed development project. Include in this calculation the area to be cleared for: Construction site for structures ��?� sq/ft Drainfield, septic tank, etc. sq/ft Well, utilities, etc. sq/ft Driveway, parking, roads, etc. ) oJS` +�� q sq/ft Lawn, landscaping, etc. Other compacted surface, etc. sq/ft sq/ft Total Land Disturbance ,�� sq/ft Answer the following two questions related to conversion of native vegetation: Does the project convert % acres or more of native vegetation to lawn or landscaped areas? Circle: YesN0 Does the project convert 2 Y2 acres or more of native vegetation to pasture? Circle: Yes No Indicate Total Volumes of Proposed: Cut Fill (culyd) impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. NEW Structures (all roof area) Sidewalks Patios Solid Decks (without infiltration below) STOR14fI ATER CALULATIONS — IMPERVIOUS SURFACE � �L � �iC_�; EXISTING ) d c3 —glft Structures (all roof area) l Sqf[ 500 1 tD C) sq/ft Sidewalks ,^� sglft Driveway, parking, roads, etc Other sq/ft " sq/ft 4'o o sq/ft Total New 0-7 sq/ft TOTAL NEW + TOTAL EXISTING' `� sq/ft Patios sglfl Solid Decks" ' sellft (without infiltration below) Driveway, parking, roads, etc O sglfl Other sq/ft Total Existing 2 (,,'Z— ' s.glft 'This amount will be used to check total lot coverage The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT — exls� ��.�{� Divide the total existing impervious surface above by the size of the parcel and convert to S percen e % Does the site have 35% or more of existing impervious surface? Circle: Yes El No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopmept/I 1 atk,d� hed Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposii'fs considered ne„Av development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the c"�fication of th"e ptojt�,ct and thr apm cation requirements.fw, For proponents of "small” projects who must comply only with Minimum Requirement #2—PAk tion Storm�i t Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 1dris to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the Qi Pick up the Construction Stormwater Pollution Preyentiorn (SWPP) Best Management practices (BMPs) packet. Proponents of "medium„ projects—those that must meet only Minimum Requirements #1 through 45—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plana Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LANDOWNERS AUTHORIZED RE2RESENTAT!Vc SIGNATURE) FOR d'FOKE U!E dAltY - zz, J(7 (DATE) REDEV EtOPMENT slonStNlr76w Site plan: iable 8492.1.1 Footn.o'tes For SI: 1 foot = 304.8 mm, ci continuous insulation, int .= intermediate framing. 3 R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the Label or design thickness of the insulation, -the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. ` "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement kivall. "10/15/21.+TR" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. 713" means thermal break between floor slab and basement wall. R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. Reserved. Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. K For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38. Reserved. Int. (intermediate Framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation - Table 8402,1.3 Footnote a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section 8402.1.3 r jrl. DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 ] . Tel: 360.379.4450 1 Fax: 360.379.4451 Web: www.co.'efferson.wa.uslcommunit develo ment Sy7! C3 E-mail: E-mail: dcd(&co.iefferson.wa.us '� ( STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA # r J tq PROJECT/APPLICANT NAME: Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. 1. Project Overview Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. i %i e w One, rl c t" -'-i 2 Existing Conditions Summary Describe the existing to o ra h . Indicate contours on the site map._(Ft _(1,e vo o,_-4 4,o ' r"'�',y 0-h ✓I Ct /-/C— t civ4 i:l tHrAr GI 6 IC �Ulr 4et- 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. _4a:5,ftr. /ISS c-- Cam r GY DY'1r 1-14LIJG� 1--e sy�GJCrtY / Ae 4. Describe the existing soils. Indicate soil type on the site map. -e 6e,, 15 Zejedo �4 - 5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable, and indicate acreage of each. v'w 4".)C' x. G'Ct .lir•+ Gu / L v rr ✓ .�; +C -C t� 6. Describe any excess levels of noise generated by the Rroposed use or activity: 7. Describe significant geographic features and critical areas (i.e,, environmentally sensitive areas such as vellands streams, steepslo es, etc. on the site. Indicate location on the site map. 0 L�KJ k 0 - +'%'-Yt- I stormwater site plan template — rev 12/7/2015 stormwater site plan template — rev. 12/712015 & Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas streams, wetlands, I kes, steep slopes, etc). S/ 140 ;7P,(f !r 5� g. Permanent stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual) or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. r" We% . •LL. c4ew-C UJ% 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for "large" projects or projects that involve the potential for dispersion of contaminants.] Id ZU 11. Describe the performance goals and standardj� applicable to the project. p InCt //7- /!! f/ ✓f �,�- J C� :5 -74 A" !AJ C- iY 4 ` , W ✓ co ,I C- v -fYc-Z C.4 c-0 •' 4ar.4e ` 12. Describe the flow control system. 13. Describe the wager quality system. e stormwater site plan template — rev. 12/712015 stormwater site plan template—rev. 1217,2015 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. 6 ✓li!0,/ G'if r JCi �i 16 Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. 18. Describe methods forie9toration of the site. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large" projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. t, x 21. List other necessary permits and approvals as required by other regulatory agencies; If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage -related requirements, describe those cpnditions or restrictions here. • �� � - -ctrl .-. stormwater site plan template—rev. 1217,2015 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I — CONSTRUCTION SWPPP NARRATIVE 1 Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed- Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal, justify in writing Detailed descriptions of the 13 Elements are found at Volume II Section 3.3.3 of the Manual (beginning on page 3-11). 13 Required Elements — Construction SWPPP 1. Mark Clearing Limits. 2. Establish Construction Access. r 3. Control Flow Rates. 4. Install Sediment Controls. p! 5. Stabilize Soils. 6. Protect Slopes. '"• `i�' G' �' �6 � � t<� � _ 'GAG i"t ► �`�, �°1 �a �' �' "� "' ��::e x_.� 7. Protect Drain Inlets. stormwater site plan template — rev 12/712015 13 Required Elements — Construction SWPPP (continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants, 10. Control De -Watering (the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices (BMPs). 12. Manage the Project. 13. Protect Low Impact Development BMP's 2, Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). b. Description of the downstream drainage path leading from the site to the receiving body of water (minimum distance of 400 yards), 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. C✓� stormwater site plan template — rev. 121712015 stormwater site plan template — rev. 121712015 b. Description of special [requiremenr for working in.or near environmentally sen hive areas. _r/uyS. ;J I��� �1.G Yui Q cA 0 =t. u ! l -C � 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils (e.g., erodibility, settleability, permeability, depth, texture, soil structure). 5 Construction Phasing. a Construction sequence b Construction phasing (if proposed) 6. Construction Schedule. Wet season is October 1 through April 30 (page 2-20 of the Manual). I Provide a proposed r°can7action schedule. --- i V 11 Wet Season Construction Activities. a. Proposed wet/se son construction activities. { i '�W �I b. Proposed wet season construction activities for environmentally sensitive areas. 7 Financial/Ownership Responsibilities. a Identify the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template — rev. 121712015 SECTION 11 -- EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan, a stormwater site plan, and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b Jefferson County Approval Block - c. Erosion and Sediment Control Notes - 2 Site Plan. --a. Legal description of subject property. �'b. North arrow. -c. Indicate boundaries of existing vegetation (e.g., tree lines, pasture areas, etc.). Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries (if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. F j. Show all cut and fill slopes indicating top and bottom of slope catch lines.�cst 3 Conveyance Systems. a. Designate locations for swales, interceptor trenches, or ditches. b Show all temporary and permanent drainage pipes, ditches, or cut-off trenches required for erosion & sediment control. s c Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades, dimensions, and direction of flow in all ditches, swales, culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices (BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s), pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. -. c. Indicate the trap/pond storage required and the depth, length, and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe, and/or other filtering devices. I1•�;;' f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable.^, j. Specify spacing for rock check dams as required. 0AV k. Provide front and side sections of typical rock check dams. Q ®� �F't° I. Indicate the locations and provide details and specifications for silt fabric m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment (e.g., concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template —rev, 12/7/2015. 11 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts") when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the attectod property. (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: Stormwater siteplan template — rev. 12/7/2015 12 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 1 Fax: 360.379.4451 Web: xvNv-,v.co.icffersnn.wa.us/cnmmunitYdcv =cnt E-mail: tcd[i7cc.icCferSc�n.ava.us Name Estimated Cost of Project PERMIT FEES WORKSHEET Anderson Building Base Fees Building Base Plan Check Review Land Use Review Septic Review Potable Water Technology/Scan State Fee Other Fees $190,751.00 Shoreline Exemption Zoning NOTICE OF HEARING Zoning New Address Public Works Total Fees NOTICE OF APP. Office Use Only Receipt Number: 10,54 Cash/Check/CC: 5423— Date: y Parcel # 21324004 Permit # Shoreline Variance TYPEIII $23.00 $1,890.00 $149.00 $149.00 $10.00 $2,221.00 t 17 -omor SEP 2 9 2017 JEF*ERSON COUNTY DCD Y•L'i'_}•.i loo IS 01 • � � k,,' �� s — � ..� r� .L�" ,..-.��, '�� jam" `-., � ?rP�'� 6 I ^� � � 1 � •-V `� I 1 �� rI � � r � \ fJj�(�l� ()fir C� ff _ ofl 4" s I Z1,� CGU � i' '' C'•, �'� i / 5 l ( /N1OGtd/C�e �sp XPLi Py{S` ,1 ;x 2.205 "/_ �✓Z l� ?a 2% 2,-7, Li �!J err (i r;' •v c� ,' � O -7 J � (�i� � C��'� ®1 -:�- --....,--r,j i �, ol SP ri 191p rp I- IYA, tole - A . x vo&kA -V-b ,eZ!y _ '2--7 i 40 IN V eee Vt A-101 MAIN FLOOR PLAN - L€XAR 1491 SCALE: 1/8 IN =1 FT PLAN NOTES A. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER 9-1/2" I -JOISTS AT 192" D.C. U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH B. TYPICAL ROOF FRAMING CONSISTS OF 7/16" OR 1/2" APA RATED SHEATHING ISPAN RATING 32/16) U.N.O. OVER PRE -MANUFACTURED TRUSSES AT 24" O.C. U.N.O. TRUSSES PER MANUFACTURERS SPEC. C. NAIL ROOF SHEATHING w/ 8d AT 6" O.C. AT FRAMED PANEL EDGES AND OVER SHEARWALLS,12" O.C. IN FIELD U.N.O D.QINDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR MORE INFORMATION. E. PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER TRUSSES 6'-0" IN LENGTH AND OVER U.N.O. F. WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.Nf LEGEND = 2X6 WALL I1 = 2X4 WALL L — = HALF WALL = VAULTED AREA FOOTNOTES 1. ALL HEADERS TO BE 3-1/2" x 7-1/2" GLB TYP. U.N.O. 1.1.5-1/2" x 12" GLB 2.30"x24" ATTIC ACCESS 3.18"x24" CRAWL ACCESS 4. SMOKE DETECTOR 5. CO DETECTOR 6.36" MIN DEEP LANDING BY FULL WIDTH OF DOOR (BY OTHERS) 7. P.T. 6x6 POST - ATTACH POST AND BEAMS PER DETAIL 1/A-502 B. SELF-CLOSING 1-3/8" SOLID CORE (20 MIN) FIRE DOOR SHGC VALUES SHOWN ARE THE MINIMUM FOOTNOTES 9. FRAME ONLY FOR SHOWER. PLUMBING ROUGH -IN AND INSTALL FIXTURES. OWNER TO PROVIDE AND INSTALL BACKING FIXTURES. 10. INSTALL ONLY THE FLUE THROUGH ROOF FOR FUTURE FREE STANDING WOOD BURNING STOVE. 11. WALL NEXT TO TUB IS TO BE FRAMED AS A HALF WALL 12. PROVIDE SOLID 2X6 B.U. STUDS @ GIRDER BR' G & MATCH PLY, TYP. 13. BALLOON FRAME TO BOTTOM CHORD OF VAULTED GABLE TRUSS FLOOR AREAS 1ST FLOOR AREA = 1,483 SO. FT. 2 CAR GARAGE = 491 SO. FT. PORCH COVER 61 SO. FF. W O 2 2002 Caton Way SW Olympia, Washington 98502 t ,ft(360) 915-9142 ,1raHi ng@fea�arhOm r es.com c ID 2016 Nyr'Eght by Lexarlkmes I.I.C. All rights rperved. k_) e_ 3 0 Q ROOM FINISH SCHEDULE ROOM NAME EXTERIOR DOOR SCHEDULE WINDOW SCHEDULE 50 SIZE OTY IROOM NAME BED 3 NUMBER LABEL 0 ROOM NAME— EGRESS TEMPERED U -FACTOR SIHGC COMMENTS AREA S WOl 6050 HS I GREAT ROOM YES YES D.27 8.25 30.0 W02 6050 HS 1 GREAT ROOM TOTALS: 0 0 NON -INSULATED 027 0.25 30.0 W03 6050 HS 1 MASTER BEDROOM YES 027 025 30.0 W04 2020 SH 1 MASTER BATH YES 027 025 OBS 4.0 W05 1 4032 HS 1 KITCHFN/FRONT PORCH COVER ROOM NAME YES 027 D25 12.67 W06 14040 HS l BED 3 YIS l 1 027 D25 16.0 W01 60610 1 GREAT ROOM YES YES 026 025 41.0 TOTALS: 1 1 HINGED R IN BATH/HALL 2468 R IN 163.67 FOOTNOTES 9. FRAME ONLY FOR SHOWER. PLUMBING ROUGH -IN AND INSTALL FIXTURES. OWNER TO PROVIDE AND INSTALL BACKING FIXTURES. 10. INSTALL ONLY THE FLUE THROUGH ROOF FOR FUTURE FREE STANDING WOOD BURNING STOVE. 11. WALL NEXT TO TUB IS TO BE FRAMED AS A HALF WALL 12. PROVIDE SOLID 2X6 B.U. STUDS @ GIRDER BR' G & MATCH PLY, TYP. 13. BALLOON FRAME TO BOTTOM CHORD OF VAULTED GABLE TRUSS FLOOR AREAS 1ST FLOOR AREA = 1,483 SO. FT. 2 CAR GARAGE = 491 SO. FT. PORCH COVER 61 SO. FF. W O 2 2002 Caton Way SW Olympia, Washington 98502 t ,ft(360) 915-9142 ,1raHi ng@fea�arhOm r es.com c ID 2016 Nyr'Eght by Lexarlkmes I.I.C. All rights rperved. k_) e_ 3 0 Q ROOM FINISH SCHEDULE ROOM NAME EXTERIOR DOOR SCHEDULE BATH 50 SIZE OTY IROOM NAME BED 3 FIRE. TEMPERED U -FACTOR SHGC COMMENTS AREA S 30681 EX 1 ENTRY/FRONT PORCH COVER 207 ENTRY 02 _ 0.3 20.0 3068 R EX 1 2 CAR GARAGE 133 YES 29 02 0.3 20.0 16070 l 2 CAR GARAGE WIC 43 TOTALS: 0 0 NON -INSULATED 112.0 3068 R EX l UTIL/2 CAR GARAGE YES 02 0.3 20.0 TOTALS_ : 172.0 INTERIOR DOORSCHEDULE SIZE FLOOR I OTY TYPE 1 HIO SIDE SWING SIDE ROOM NAME 2468 RIN 1 1 HINGED R IN BED 31HALL C 30681 IN l 1 HINGED L IN MASTER BEDROOM /HALL 3068 LIN l l HINGED L OUT HALL/UTIL 2468 RIN 1 1 HINGED R IN BATH/HALL 2468 R IN 1 1 HINGED R IN MASTER BATH/MASTER BEDROOM ' 3668 R IN l l SLIDER R I BED 21GREAT ROOM 2468 RIN 1 1HINGED R IN PANTRY /HALL 5068 R IN 1 1 SLIDER R BED 3/CLO 2468 LIN 1 1 1 HINGED L IN WIC/MASTER BEDROOM FOOTNOTES 9. FRAME ONLY FOR SHOWER. PLUMBING ROUGH -IN AND INSTALL FIXTURES. OWNER TO PROVIDE AND INSTALL BACKING FIXTURES. 10. INSTALL ONLY THE FLUE THROUGH ROOF FOR FUTURE FREE STANDING WOOD BURNING STOVE. 11. WALL NEXT TO TUB IS TO BE FRAMED AS A HALF WALL 12. PROVIDE SOLID 2X6 B.U. STUDS @ GIRDER BR' G & MATCH PLY, TYP. 13. BALLOON FRAME TO BOTTOM CHORD OF VAULTED GABLE TRUSS FLOOR AREAS 1ST FLOOR AREA = 1,483 SO. FT. 2 CAR GARAGE = 491 SO. FT. PORCH COVER 61 SO. FF. W O 2 2002 Caton Way SW Olympia, Washington 98502 t ,ft(360) 915-9142 ,1raHi ng@fea�arhOm r es.com c ID 2016 Nyr'Eght by Lexarlkmes I.I.C. All rights rperved. k_) e_ 3 0 Q ROOM FINISH SCHEDULE ROOM NAME INT. AREA S FT FLOOR FINISH BATH 50 GREAT ROOM 480 BED 3 144 PANTRY_ 23 BED 2 8 MASTER BEDROOM 207 ENTRY 27 HALL 23 KITCHEN 133 HALL 29 MASTER BATH 93 UTIL 72 WIC 43 TOTALS: 1332 FOOTNOTES 9. FRAME ONLY FOR SHOWER. PLUMBING ROUGH -IN AND INSTALL FIXTURES. OWNER TO PROVIDE AND INSTALL BACKING FIXTURES. 10. INSTALL ONLY THE FLUE THROUGH ROOF FOR FUTURE FREE STANDING WOOD BURNING STOVE. 11. WALL NEXT TO TUB IS TO BE FRAMED AS A HALF WALL 12. PROVIDE SOLID 2X6 B.U. STUDS @ GIRDER BR' G & MATCH PLY, TYP. 13. BALLOON FRAME TO BOTTOM CHORD OF VAULTED GABLE TRUSS FLOOR AREAS 1ST FLOOR AREA = 1,483 SO. FT. 2 CAR GARAGE = 491 SO. FT. PORCH COVER 61 SO. FF. W O 2 2002 Caton Way SW Olympia, Washington 98502 t ,ft(360) 915-9142 ,1raHi ng@fea�arhOm r es.com c ID 2016 Nyr'Eght by Lexarlkmes I.I.C. All rights rperved. k_) e_ 3 0 Q c:) rn c 0 coo J N o� z �o z O C003 W D z a a z v 05 � t< i OF WA SHS Q 44713 S T E PRINT DATE. ' ''ONA �� � 3/22/2011 SHEET. 3/22/2017 A-101 .e s M f -_ 03�rn [I) -LO �00 c:) rn c 0 coo J N o� z �o z O C003 W D z a a z v 05 � t< i OF WA SHS Q 44713 S T E PRINT DATE. ' ''ONA �� � 3/22/2011 SHEET. 3/22/2017 A-101 DRAFTING MANAGER: LINDSEY JACOBSEN 2002 CATON WAY SW OLYMPIA, WA 98502 360.915.9142 CAD TECHNICIAN: TYLER MCCURDY ENGINEER: LUKE MOERKE, P.E. EXODUS ENGINEERING INC. 1286 NW MARYLAND AVE. CHEHALIS, WA 98532 PHONE: 360.345.1566 CONTACT INFORMATION: CUSTOMER: KARL & CINDI ANDERSON 401 GRIFFITH POINT RD NORLAND , WA 98358 425-210-6419 PARCEL # -021324004 SALES OFFICE: LEKAR HOMES -JEFFERSON OFFICE 92 KALA SQUARE PLACE PORT TOWNSEND, WA 98368 PHONE: 360.319.8600 ROOF SNOW LOAD: 25 LBS WIND SPEED (ASD): 100 MPH WIND SPEED (ULT): 130 MPH EXPOSURE: C SEISMIC ZONE: D FROST DEPTH: 12" PLAN SIZE: FULL SIZE STAMP TYPE: WET THESE CUSTOMIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY: KARL & CINDI ANDERSON SALES ASSOCIATE 3D ISOMETRIC DRAWINGS ARE FOR ILLUSTRATION ONLY! PLANS, DETAILS AND ENGINEERING TAKE PRECEDENCE OVER ANY 3D DRAWING WITHIN THIS PLAN. 2002 Caton Way SW Olympia, Washington 98502 (360)915-9142 > 2016 Copyright y Lexar Homes I.I.C. All rights reserved. M O co z � aLn oa rn a Z � c CV O o M ;CS Qo PRINT DATE. 3/22/2011 SHEET G-000 Sheet Index Label PLY # I Title G-000 1 COVER SHEET AAMN G-001 2 GENERAL NOTES S-001 3 ENGINEERING NOTES S-101 4 FOUNDATION PLAN A-101 5 MAIN FLOOR PLAN A-106 6 ROOF PLAN A-201 1 ELEVATIONS A-202 8 1 ELEVATIONS A-301 9 CROSS SECTIONS A-501 10 DETAILS A-502 11 DETAILS E-101 12 ELECTRICAL PLAN 2002 Caton Way SW Olympia, Washington 98502 (360)915-9142 > 2016 Copyright y Lexar Homes I.I.C. All rights reserved. M O co z � aLn oa rn a Z � c CV O o M ;CS Qo PRINT DATE. 3/22/2011 SHEET G-000 1- SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER, ENGINEER AND BUILDING DEPARTMENT. 3 - THIS STRUCTURE IS ENGINEERED LATERALLY USING THE DESIGN CRITERIA SHOWN ON THE COVER SHEET. THIS PLAN HAS BEEN DESIGNED TO CARRY ALL LOADS FROM THE ROOF TO THE FOUNDATION. 4 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE -BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 5 - WHERE REQUIRED, USE A MINIMUM OF 3000 PSI CONCRETE PER 2015 IRC TABLE R402.2, INCLUDING FOUNDATION WALLS, PORCH AND GARAGE SLABS, STEPS AND ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER. MAXIMUM STRENGTH IS AT 28 DAYS. ALLOW ADEQUATE TIME FOR FOUNDATION TO SET BEFORE BACKFILLING. 6 - WATER HEATER IS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2015 IRC REQUIREMENTS AND THE STATE ADOPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER AND LOWER THIRD OF THE TANK. AT THE LOWER STRAP, STRAP IS TO BE 4" MINIMUM ABOVE THE CONTROLS, PER 2015 IRC CHAPTER 13 SECTION M1307.2. WHEN INSTALLED IN A GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION A MINIMUM OF 18" ABOVE THE FLOOR SLAB. MECHANICAL/PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. 7 - USE 5/8" SHEETROCK OR 1/2" SAG -RESISTANT AT THE CEILING PER 2015 IRC SECTION R702.3.5 AND TABLE. 8 - FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS AND OTHER AREAS THAT WATER MAY INTRUDE. PER THE 2015 IRC, INSTALL WINDOWS PER MANUFACTURER INSTRUCTIONS. 9 - PROVIDE A MINIMUM 22X30 ROUGH OPENING FOR ATTIC ACCESS WITH TIGHT FITTING, SELF CLOSING DOOR THAT IS BACKED WITH INSULATION. 10 - ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MINIMUM 20X24 OPENING NOT LESS THAN 5.7 SQUARE FEET. 11 - SEETHE ELECTRICAL SHEET FOR EXHAUST FAN, SMOKE DETECTOR, CARBON MONOXIDE DETECTOR AND ELECTRICAL FIXTURE LOCATIONS. FOUNDATION & FLOOR FRAMING NOTES: 1 - ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS "D" PER 2015 IBC SECTION 1613.5.2. DESIGN IS BASED ON 1500 PSF SOIL. CONTRACTOR MUST VERIFY WITH BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2 - ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2X HEM -FIR 02 MINIMUM TREATED WITH AN APPROVED PRESERVATIVE AND GALVANIZED HOT -DIPPED CONNECTORS (OR) STANDARD HEM -FIR ON AN IMPERVIOUS MOISTURE BARRIER (IRC R319.1) OR BORATE TREATED HEM -FIR #2 MINIMUM. FRAMING NOTES: 1- SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS - REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. - MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. - VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 3 - PROVIDE APPROPRIATE BLOCK-OUTS IN FOOTINGS OR WALLS FOR 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE PLUMBING AND ELECTRICAL STUB OUTS. DESIGNER AND BUILDING DEPARTMENT. 4 - USE 3000 PSI CONCRETE WHERE REQUIRED BY THE 2015 IRC TABLE 402.2. MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS. 5 - FOUNDATION VENTS ARE TO BE INSTALLED AT 1 SQUARE FOOT VENTILATION PER 150 SQUARE FEET OF CRAWL SPACE PER 2015 IRC SECTION R408.2. VENTS ARE TO BE A MAXIMUM OF 36" FROM BUILDING CORNERS. **WA STATE AMENDMENTS ALLOW FOR 1 SQUARE FOOT PER 300 SQUARE FEET OF CRAWL SPACE.** 6 - 2X PRESSURE -TREATED MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE FACE OF FOUNDATION WALL AT JOIST BEARING POINTS TO ACCEPT JOIST HANGERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS. ATTACH THE MUDSILL TO THE FOUNDATION WITH 1/2" X 10" ANCHOR BOLTS AND 1/4" X 3" X 3" WASHER @ 6' OC UNO. 7 - REBAR IS NOT REQUIRED IN INTERIOR FOOTINGS UNLESS IT IS BELOW A LOAD BEARING POINT, OR AN INTERIOR SHEARWALL PER 2015 IRC SECTION R403.1.3. 8 - THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY, BUY THE CONNECTIONS FROM THE FOUNDATION TO THE MUDSILL IS ENGINEERED FOR RESISTING LATERAL LOADS AS OUTLINED IN THE DESIGN CRITERIA ON THE COVER SHEET. 9 - THE FOUNDATION FOOTINGS SHALL BE A MINIMUM 12" WIDE BELOW ONE- STORY PORTIONS OF THE BUILDING AND 16" BELOW TWO-STORY PORTIONS OF THE BUILDING, WHERE SOIL PRESSURE IS ADEQUATE PER THE BUILDING DEPARTMENT. SEE ENGINEERED FOUNDATION DETAILS. 10 - WHERE REQUIRED PER 2015 IRC R406.1, FOUNDATION WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. 3 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE -BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 4 - UNO. NAIL ALL TOP PLATES TOGETHER WITH 10D NAILS @ 12" O.C. AND AT SPLICES WITH 10D NAILS @ 6" O.C. LAP SPLICES A MINIMUM OF 48" TYPICAL. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL WITH (2 10D NAILS EACH STUD BAY. NAIL ALL OSB SHEATHING WITH 8D NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN THE FIELD UNO. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. 5 - CABINET, PLUMBING FIXTURE AND DOOR ROUGH OPENINGS ARE CRITICAL DIMENSIONS. TAKE CARE TO VERIFY THAT THESE DIMENSIONS ARE FRAMED ACCURATELY. 6 - SEE ENGINEERING FOR ALL SHEARWALL PLACEMENTS AND REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. 1 - REVIEW APPROVED PLANS AND DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING AND ANCHOR ATTACHMENTS. VENTILATION SYSTEM NOTES: EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS W/ 30 CFM CONTINUOUS. TOTAL OF CONTINUOUS CFM RATINGS FOR ALL EXHAUST FANS IN HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). SEE TABLE M1501.3.3(1) FOR REQUIRED AMOUNT OF CFM AIRFLOW. GENERAL STRUCTURAL NOTES: WIND AND SEISMIC HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED TO RESIST THE BASE LOADS SET FORTH BY THE CRITERIA LISTED ABOVE. THE HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER THESE LOADS TO A PRESCRIPTIVE FOUNDATION BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). THE PRESCRIPTIVE DESIGN AND CONSTRUCTION OF THE VERTICAL FRAMING MEMBERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVENTIONAL LIGHT FRAME CONSTRUCTION METHODS OF THE 2015 IRC. ROOF FRAMING NOTES: 1- JOISTS AND RAFTERS ARE TO BE OF #2 MINIMUM. RAFTERS MAY BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS A MINIMUM OF TWO TRUSSES. 2 - TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING DRAWINGS ON SITE FOR INSPECTION. ALL TRUSS BRACING REQUIREMENTS MUST BE INSTALLED PER TRUSS DRAWINGS. DO NOT FIELD MODIFY ANY TRUSS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND BUILDING DEPARTMENT. IF A TRUSS IS DAMAGED, DO NOT INSTALL IT. CONTACT THE BUILDER IMMEDIATELY FOR A REPLACEMENT TRUSS. 3 - FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG TIE" OR AN APPROVED EQUIVALENT. 4 - PROVIDE ATTIC VENTILATION PER 2015 IRC R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQUARE FEET. 50% OF THE REQUIRED VENTILATION AREA SHALL BE A MINIMUM OF 3 FEET ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. 5 - PROVIDE A MINIMUM ROUGH OPENING 22X30 ATTIC ACCESS PANEL WITH A TIGHT FITTING, SELF CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCESS LOCATION WITH OWNER AND PLANS. 6 - UNO. SHEATH ROOF PER 2015 IBC CASE 1 (STAGGERED PANELS UNBLOCKED). FASTEN PANELS WITH 8D NAILS @ 6" OC @ EDGE AND 12" OC IN THE FIELD. DO NOT STAPLE! UNLESS APPROVED BY A LICENCE ENGINEER. 7 - UNO. TOE -NAIL ALL GABLE END TRUSSES WITH (2) 10D NAILS @ 16" OC INTO TOP PLATES. 8 - UNO. TOE -NAIL EACH END OF TRUSS AT BEARING WALLS WITH (2) 1OD NAILS AND FASTEN WITH TRUSS CLIPS PER PLAN. ELECTRICAL NOTES: 1 - SMOKE DETECTORS SHALL BE 11 OV. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. 2 - ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. 3 - ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT -LOSS CALCULATIONS OR FOLLOW THE PRESCRIPTIVE PATH REQUIREMENTS FOR SIZING HEATING EQUIPMENT. 4 - ELECTRICAL CONTRACTOR SHALL CONFORM TO LOCAL AND STATE CODES. 5 - EXACT OUTLETS LOCATION MAY VARY DEPENDING ON CONSTRUCTION VARIABLES. 6 - WHERE A DRYER IS VENTED THROUGH A FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST ARE FROM REENTERING THE CRAWL SPACE. 1- PER 2012 IRC R315.1 - AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. y' 4 wj o 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com @ 2016 Copyright by Lexar Homes I.I.C. All rights reserved. M ct 0 c o ac oo C" r_ Z M dLo 00 a rn a L c 0 J N • o M _^ z PNIm DATE. 3/22/2017 �� G-001 GENERAL NOT S: PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS TO THE STRUCTURE MUST BE REVIEWED AND APPROVED BY ENGINEER OF RECORD. ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION. DESIGN [)ADS: ROOF LOAD: SNOW - 25. PSF, DEAD -15 LBS. PSF WIND SPEED:130 MPH (ULT.)100 MPH (ASD), EXPOSURE "C" SEISMIC: DESIGN CATEGORY "D", SS= 1.30, S1= 0.52, SDS= 0.86, E=1.0, SITE CLASS "D", R=6.5 SOIL BEARING: 1500 PSF UNO. FROST DEPTH: MIN BEARING DEPTH SHALL BE 12" UNO. FOUNDATIONS: FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, COMPACTED FILL MATERIAL OR CONTROLLED LOW - STRENGTH MATERIAL (CLSM) PER 2015 IBC 1809.2. CONCRETE: ALL CONCRETE MATERIALS AND PLACEMENT SHALL BE PER THE 2015 IBC SECTION 1901. MINIMUM DESIGN STRENGTH (F'C) SHALL BE 2,500 PSI, HOWEVER 3,000 PSI CONCRETE IS REQUIRED FOR WEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THE WEATHER PER 2015 IBC. AIR ENTRAINMENT SHALL BE 5%+/-1% AGGREGATE SIZE = 7/8" MAXIMUM. REINFORCING ST : MINIMUM GRADE 40 UNO. LAP ALL SPLICES A MINIMUM OF 32 BAR DIAMETERS OR 18". LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS WITH CORNER BARS. MINIMUM CONCRETE COVER FOR REINFORCING STEEL PER ACI 318: INTERIOR FACES OF SLABS &/OR WALLS=1-1/2" EXPOSED TO WEATHER OR EARTH 1-1/2" FOR 05 AND SMALLER AND2" FOR 06 AND LARGER. FOOTING BARS REQUIRE 3" COVER. ANCHOR BOLTS: ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE BE A307 UNO. POST -INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN HD 1/2"X8" ANCHORS. INSTALL IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET -XP EPDXY. PRESERVATIVE TREATED WOOD: 2015 IBC 2304.12, WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE CONDITIONS LISTED IN THE CODE. METAL CONNECTORS: ALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALL BE SIMPSON "Z -MAX", TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. mas; CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTS IN TABLE 2304.10.1 OF THE 2015 IBC. ALTERNATE FASTENING SCHEDULES MAY BE APPROVED IF PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. PREFABRICAlf 0 HOF TRUSSES: PREFABRICATED ROOF TRUSSES TO BE DESIGNED FABRICATED AND INSTALLED PER MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. PRE -FABRICATED ITEMS TO BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL TRUSS TO TRUSS CONNECTION DETAILS. ALL TEMPORARY AND PERMANENT BRACING REQUIRED FOR THE STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS AND IN -PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER. GLUFnLAMINATFO BEAMS ([�B), GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF24F-V4, FB=2,400 PSI, FV= 240 PSI UNO. ENGINEERED IMB R V - PSL): LVL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=1.1E, FB=2,65OPSI PSL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=2.OE, FB=3,10OPSI GFNFRAI NOT : (THE FOLLOWING APPLY UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS.) EDGE NAILING TO TOP PLATE EDGE NAILING ABOVE F— DOUBLE TOP PLATE AND BOUNDARY MEMBERS I j — HOLDOWNS,TYP I O SCALE: NO SCALE 1/8" GAP RECOMMENDED AT ALL END AND EDI SHEAR WALL STRENGTH AXIS — — PANEL CLIPS AS REQ' D — — — STAGGER END JOINTS APA RATED SHEATHING W/ 8D @ 6"OC @ EDGES AND 12"OC IN FIELD, TYP UNO 11YEICAL ROOF SHEATHING SCALE: NO SCALE APA RATED NAIL SIZE & SPACING @ EDGES SHEATHING j G. ENGINEER - LUKE MOERKE, P.E. EXODUS ENGINEERING INC. 1286 NW MARYLAND AVE. CHEHALIS, WA 98532 PHONE: 360.345.1566 AS REQ' D, A SIMPSON ST6215 MAYBE USED IN LIEU OF THE REQUIRED LAP — —1 AND NAILING SHOWN I 131"X3" EA SIDE, TYP of wAS IF dF h Z �,. ,4 44713 off -c �/ S T �.`.NA L E� 3/22/2017 _ USE (12).131 " X 3" OR (8).162- X F 3-1/2" EA SIDE OF SPLICE. —48" MIN— SPLICE OVER/ STUD STUDS PER PLAN USE B.U. STUDS FOR FULL BRIDGE WITH/WHERE BEAM BREAKS THE TOP SHIM AS REQUIRED. ATTACH WITH .131" I 1 PLATE, USE STRAP SHOWN ABOVE X 3" AT 12"OC STAGGERED, TYP FOR PLATE SPLICE. PLATE SPLICE_AT BFAM SCALE: NO SCALE ST6215 UNO, CENTER AT BEAM/PLATE LEGEND - SPLICE, STRAP FROM TOP OF (A) HOLDOWN INTERFERENCE WITH INTERSECTING WALL. 11111110 �% SHEARWALL BEAM PER PLAN CONT. DOUBLE 1,,^f/ TOP PLATE MIN ) 2X CRIPPLE I I l MIN (4).131 " X 3" STUDSOR PER PLAN DETAIL CUT / 4 TYPICAL MM In PLATE SPLICE ,/+ REFERENCE SCALE: NO SCALE SHEAR WALL SCHEDULE STUD & 2X BOTTOM PLATE BLOCKING SIZE STUD SPECIES & ATTACHMENT (ASSUMING @ ADJOINING EDGES GRADE CONT. SHEATHING OVER HEADER PER PLAN FIELD NAILING HOEDOWN PER PLAN TO —(2) 2X CONT. BETWEEN PLATES MIN BOTTOM PLATE CRIPPLE - NAILING SCHEDULE PER SW FLOOR SHEATHING EDGE NAILING d� RIM JOIST — PT SILL PLATE _. CONCRETE STEMw — CONT. R4 0 WALL OR FOOTING PER PLAN O SCALE: NO SCALE 1/8" GAP RECOMMENDED AT ALL END AND EDI SHEAR WALL STRENGTH AXIS — — PANEL CLIPS AS REQ' D — — — STAGGER END JOINTS APA RATED SHEATHING W/ 8D @ 6"OC @ EDGES AND 12"OC IN FIELD, TYP UNO 11YEICAL ROOF SHEATHING SCALE: NO SCALE APA RATED NAIL SIZE & SPACING @ EDGES SHEATHING j G. ENGINEER - LUKE MOERKE, P.E. EXODUS ENGINEERING INC. 1286 NW MARYLAND AVE. CHEHALIS, WA 98532 PHONE: 360.345.1566 AS REQ' D, A SIMPSON ST6215 MAYBE USED IN LIEU OF THE REQUIRED LAP — —1 AND NAILING SHOWN I 131"X3" EA SIDE, TYP of wAS IF dF h Z �,. ,4 44713 off -c �/ S T �.`.NA L E� 3/22/2017 _ USE (12).131 " X 3" OR (8).162- X F 3-1/2" EA SIDE OF SPLICE. —48" MIN— SPLICE OVER/ STUD STUDS PER PLAN USE B.U. STUDS FOR FULL BRIDGE WITH/WHERE BEAM BREAKS THE TOP SHIM AS REQUIRED. ATTACH WITH .131" I 1 PLATE, USE STRAP SHOWN ABOVE X 3" AT 12"OC STAGGERED, TYP FOR PLATE SPLICE. PLATE SPLICE_AT BFAM SCALE: NO SCALE ST6215 UNO, CENTER AT BEAM/PLATE LEGEND - SPLICE, STRAP FROM TOP OF (A) HOLDOWN INTERFERENCE WITH INTERSECTING WALL. 11111110 �% SHEARWALL BEAM PER PLAN CONT. DOUBLE 1,,^f/ TOP PLATE MIN ) 2X CRIPPLE I I l MIN (4).131 " X 3" STUDSOR PER PLAN DETAIL CUT / 4 TYPICAL MM In PLATE SPLICE ,/+ REFERENCE SCALE: NO SCALE 2X BOTTOM PLATESILL PLATE ATTACHMENT ATTACHMENT (W/ MASAP OR 1/2" ANCHOR SILL PLATE SIZE @ CAPACITY (PLO SHEATHING SPLICE) BOLT SPACING I FOUNDATION SEISMIC / WIND FIELD NAILING SHALL BE 12" O.C. TYPICALLY. BLOCKING IS REQUIRED AT ALL PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY WHERE STUDS ARE SPACED 16" O.C. MAX. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, AND PLATES ARE STITCH NAILED TOGETHER WITH .13113" @ 4" O.C. STAGGERED. WHEN USING ANCHOR BOLTS, 3"X3"X.229" PLATE WASHERS SHALL BE USED. SEE PLANS FOR ADDITIONAL ATTACHMENTS REQUfRE9. 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. pnm� z C4 W W D z Q D cm mr- 2E bi g PAINT BATE. 3/22/2017 SHEET. S-001 SHEAR WALL SCHEDULE STUD & 2X BOTTOM PLATE BLOCKING SIZE STUD SPECIES & ATTACHMENT (ASSUMING @ ADJOINING EDGES GRADE CONT. SHEATHING OVER 2X BOTTOM PLATESILL PLATE ATTACHMENT ATTACHMENT (W/ MASAP OR 1/2" ANCHOR SILL PLATE SIZE @ CAPACITY (PLO SHEATHING SPLICE) BOLT SPACING I FOUNDATION SEISMIC / WIND FIELD NAILING SHALL BE 12" O.C. TYPICALLY. BLOCKING IS REQUIRED AT ALL PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY WHERE STUDS ARE SPACED 16" O.C. MAX. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, AND PLATES ARE STITCH NAILED TOGETHER WITH .13113" @ 4" O.C. STAGGERED. WHEN USING ANCHOR BOLTS, 3"X3"X.229" PLATE WASHERS SHALL BE USED. SEE PLANS FOR ADDITIONAL ATTACHMENTS REQUfRE9. 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. pnm� z C4 W W D z Q D cm mr- 2E bi g PAINT BATE. 3/22/2017 SHEET. S-001 49`-11' S-101 FOUNDATION PLAN - LEXAR 1491 SCALE: 1/8 IN =1 FT PLAN NOTES LEGEND FOOTNOTES A. STRAPS AT CORNERS AN/OR END WALLS SHALL HAVE 1" CONCRETE EDGE DISTANCE, TYP. U.N.O. B. SEE ALSO 5/A-501 FOR ADDITIONAL HOLDOWN DETAILS C. SEE SW SCHEDULE ON S-001 FOR AB SPACING. TYP. D. LAYOUT AND INSTALL I -JOISTS PER MANUFACTURERS SPECIFICATIONS AND LAYOUT E. 6MM BLACK VISQUEEN VAPOR BARRIER IN CRAWL SPACE F. 16x8 FOUNDATION VENTS AS REQUIRED TYP. U.N.O. PLACED BETWEEN JOISTS G. USE RJ STRAPS FOR RIM JOIST FOUNDATION H. GARAGE SLAB HEIGHT TBD AT JOB SITE. MUST ALLOW FOR FROST DEPTH REQUIREMENTS. 1.4" CONCRETE SLAB ON COMPACTED GRAVEL FILL. SLOPE 2" TOWARDS OPENING VENTING CALCS CONCRETE STEM WALL 1.24' DIA. X 12" FTG. W/ (1) N4 E.W. VENTING REQUIRED: 4.93 SQ. FT. 2.6"X12" CONCRETE FOOTING AT STEM WALL TYR U.N.O. VENTING PROVIDED: 6.76 SQ. FT. i� 3-1/2" PONY WALL 3.6" X 22" STEM WALL TYP. UNO, NUMBER OF VENTS: 13 1 4. DRYER TO BE VENTED THROUGH NEAREST FDN VENT �} PLUMB DROP 5. ADDITIONAL JOIST FOR WALL ABOVE 6.1/2" OFFSET = INTERIOR WALLS ABOVE 7.18"X24" CRAWL ACCESS PLACED BETWEEN JOISTS 8. CONTINUOUS FOOTING @ BUCKOUT 9. FURNACE BUCKOUT 10. PROVIDE SOLID VERTICAL GRAIN BLK' G AT101ST DEPTH UNDER P.L. ABOVE, TYR @ ALL P.L. 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom astern @ 2016 Copyright by Lexar Homes I.I.C. All rights reserved. wmmwmmmi M et O CO 00 CM F- M a M Z M a u'j 00 a M H � CT• O C Q N 9� Z s N d= Z O t/D Z W D Z D _Z V E! J 9r cW. Aloe `pE WASHY�P yam Al _ e h - 44713 ,r / S r 1� FRon DAR. �QNA L 3/22/2017 511fr� 3/22/2017 S401 m' A-101 MAIN FLOOR PLAN - LEXAR 1491 SCALE: 1/8 IN =1 FT PLAN NOTES LEGEND A. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER 9-1/2" I -JOISTS AT 192" D.C. U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH B. TYPICAL ROOF FRAMING CONSISTS OF 1/16" OR 1/2" APA RATED SHEATHING (SPAN RATING 32/16) U.N.O. L OVER PRE -MANUFACTURED TRUSSES AT 24" O.C. U.N.O. TRUSSES PER MANUFACTURERS SPEC. C. NAIL ROOF SHEATHING w/ 8d AT 6" O.C. AT FRAMED PANEL EDGES AND OVER SHEARWALLS,12" D.C.IN FIELD U.N.O _ D.QINDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR MORE INFORMATION. C — E. PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER TRUSSES 6'-0" IN LENGTH AND OVER U.N.O. F. WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O 2X6 WALL 2X4 WALL HALF WALL VAULTED AREA FOOTNOTES 1. ALL HEADERS TO BE 3-1/2" x 7-1/2" GLB TYP. U.N.O. 1.1.5-1/2" x 12" GLB 2.30"x24" ATTIC ACCESS 3.18"x24" CRAWL ACCESS 4. SMOKE DETECTOR 5. CO DEFECTOR 6.36" MIN DEEP LANDING BY FULL WIDTH OF DOOR (BY OTHERS) 7. P.T. 6x6 POST- ATTACH POST AND BEAMS PER DETAIL 1/A-502 8. SELF-CLOSING 1-3/8" SOLID CORE (20 MIN) FIRE DOOR ROOM FINISH SCHEDULE ROOM NAME JHT. AREAS FT FLOOR FINISH BATH 50 GREAT ROOM 16' • 1' BED 3 144 i'•4" 23 11' 10'-6- 5'-1' 1'-111/2" B'-11/2" 27 HALL 23 KITCHEN 133 HALL 29 MASTER BATH 93 UTIL 72 WIC 1,3 AA 1332 A W01 A ' �) W01 30I A W02 w03 A _T o � GREAT ROOM I m 13 VAULTED CEILING I 7 MASTER BEDROOM SHELVES a CEILING I PAHTR s \ 1I'-? lf2' 2'-10' 2468 3068 r VAULT RIDGE n r3/12 1NTERIORPITCH —HALL -- i 246B (1468 BATH 6'-5' 3r-7814' VAUDCUNG S°.61/4" 4°-0112' '- 5'-111/2" 6 .1 fGDINt 301797 3 — _ti Y A 2468 1, o ° > H MASTER BATH HALL '4✓ 8' CEILING 5 4 4 :t Ow LNG N CLEM e' CEILING$�R 5068 B I R KITCHEN B' 1-4, ENTRY 1111TEG CEILING I _ 4 v1ARTUDURK 11 112' TUB ti 1 B A FW A I A 1 B A _ BED 3 W H TURN q 12 B' CEILING 3� I FRONT ORCH COVER I 2'•6• r-5102 6'-2112' 5 •10' —1 -T- -- BA TX 2 CAR GARAGE USE R1 STRAPS AT RIM CONDITION I ` I AA 301 B 1.1 1610 0 I i B S I 6'•6' v4r 2'-6 U4" T-3114 5'-21/2' 9'-93/4" 22' 50' A-101 MAIN FLOOR PLAN - LEXAR 1491 SCALE: 1/8 IN =1 FT PLAN NOTES LEGEND A. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER 9-1/2" I -JOISTS AT 192" D.C. U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH B. TYPICAL ROOF FRAMING CONSISTS OF 1/16" OR 1/2" APA RATED SHEATHING (SPAN RATING 32/16) U.N.O. L OVER PRE -MANUFACTURED TRUSSES AT 24" O.C. U.N.O. TRUSSES PER MANUFACTURERS SPEC. C. NAIL ROOF SHEATHING w/ 8d AT 6" O.C. AT FRAMED PANEL EDGES AND OVER SHEARWALLS,12" D.C.IN FIELD U.N.O _ D.QINDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR MORE INFORMATION. C — E. PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER TRUSSES 6'-0" IN LENGTH AND OVER U.N.O. F. WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O 2X6 WALL 2X4 WALL HALF WALL VAULTED AREA FOOTNOTES 1. ALL HEADERS TO BE 3-1/2" x 7-1/2" GLB TYP. U.N.O. 1.1.5-1/2" x 12" GLB 2.30"x24" ATTIC ACCESS 3.18"x24" CRAWL ACCESS 4. SMOKE DETECTOR 5. CO DEFECTOR 6.36" MIN DEEP LANDING BY FULL WIDTH OF DOOR (BY OTHERS) 7. P.T. 6x6 POST- ATTACH POST AND BEAMS PER DETAIL 1/A-502 8. SELF-CLOSING 1-3/8" SOLID CORE (20 MIN) FIRE DOOR FOOTNOTES 9. FRAME ONLY FOR SHOWER. PLUMBING ROUGH -IN AND INSTALL FIXTURES. OWNER TO PROVIDE AND INSTALL BACKING FIXTURES. 10. INSTALL ONLY THE FLUE THROUGH ROOF FOR FUTURE FREE STANDING WOOD BURNING STOVE. 11. WALL NEXT TO TUB IS TO BE FRAMED AS A HALF WALL 12. PROVIDE SOLID 2X6 B.U. STUDS @ GIRDER BR'G & MATCH PLY, TYR 13. BALLOON FRAME TO BOTTOM CHORD OF VAULTED GABLE TRUSS A 10 E WASH FLOOR AREAS ~� y Z IST FLOOR AREA = 1,463 SO. FT. 2 CAR GARAGE = 491 SO. FT. PORCH COVER 61 SO. FT. 44713 ANAL 3/22/2017 rA Way 98502 5-9142 (arhom Vright les I.I.C. Dryed. will G oCD C= O 3 IF-- O a :m c") Boo a O7 ~ 2M eF C O CSS N Z99 CV O Z Cc/J W D Z D C.3 0 oli m� o� PAIMIDATE. 3122/2017 sH" w A'-101 ROOM FINISH SCHEDULE ROOM NAME JHT. AREAS FT FLOOR FINISH BATH 50 GREAT ROOM 480 BED 3 144 PANTRY 23 BED 2 8 MASTER BEDROOM 207 ENTRY 27 HALL 23 KITCHEN 133 HALL 29 MASTER BATH 93 UTIL 72 WIC 1,3 TiDTALS: 1332 FOOTNOTES 9. FRAME ONLY FOR SHOWER. PLUMBING ROUGH -IN AND INSTALL FIXTURES. OWNER TO PROVIDE AND INSTALL BACKING FIXTURES. 10. INSTALL ONLY THE FLUE THROUGH ROOF FOR FUTURE FREE STANDING WOOD BURNING STOVE. 11. WALL NEXT TO TUB IS TO BE FRAMED AS A HALF WALL 12. PROVIDE SOLID 2X6 B.U. STUDS @ GIRDER BR'G & MATCH PLY, TYR 13. BALLOON FRAME TO BOTTOM CHORD OF VAULTED GABLE TRUSS A 10 E WASH FLOOR AREAS ~� y Z IST FLOOR AREA = 1,463 SO. FT. 2 CAR GARAGE = 491 SO. FT. PORCH COVER 61 SO. FT. 44713 ANAL 3/22/2017 rA Way 98502 5-9142 (arhom Vright les I.I.C. Dryed. will G oCD C= O 3 IF-- O a :m c") Boo a O7 ~ 2M eF C O CSS N Z99 CV O Z Cc/J W D Z D C.3 0 oli m� o� PAIMIDATE. 3122/2017 sH" w A'-101 I AA 301 A-106 ROOF - LE 1491 .11 PLAN NOTES A. MIN ROOF VENnNG RFDU1BFMFff] RIDGE VENTING (50%) - SOFFIT VENTING (50%) a_ Prgit,�o8 RDDF VFunwr tIIIRFIAFNTS RIDGE VENTING (60%) - SOFFIT VENTING (40%) C*TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F. IF NOT USING JACK TRUSSES FROM MFA. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION (2015 IRC SECT. 802.3 & TABLE 802.5.1(3) RIDGE BEAM MUST BE SAME HEIGH' AS RAFTER END CUT OR LARGER 2X6 N2 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 6'-0") 2X8 A2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 8' -10") 2X10 N2 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 11'-2") LEGEND FOOTNOTES 1. EXHAUST FAN LOCATION - TO BE VENTED TOWARDS BACK OF HOME- = OVERFRAMING AREA DETERMINED IN FIELD - SEE 1.1 THROUGH 1.3 FOR CUT OUT SIZE 1.1. CUT OUT FOR VENTING: KITCHEN = 6" DIA. HOLE FOR HOOD VENT VAULTED AREA 1.2. CUT OUT FOR VENTING: BATHROOMS = 4" DIA. HOLE 1.3. CUT OUT FOR VENTING : UTILITY ROOM = 6" DIA. HOLE = DOWNSPOUT LOCATION 2. CONTINUOUS RIDGE VENTING -CUT SHEATHING BACK 1" AT RIDGE ON EACH SIDE. SEE PLAN NOTE A & B FOR VENTING REQUIREMENTS 3.24"x30" ATTIC ACCESS BETWEEN TRUSSES 4. WOOD BURNING STOVE FLUE LOCATION DETERMINED BY MANUFACTURERS SPECS. 5. PROVIDE SOLID 2X6 B.U. STUDS @ GIRDER BR' G & MATCH PLY, TYP. U.N.O. 6. ATTACH GIRDER TO TO PLATE W/ LGT @ BOTH ENDS & MATCH PLY 7. BALLOON FRAME TO BOTTOM CHORD OF VAULTED GABLE TRUSS ,PROJECTED AREA SU$F TOTAL :2301 '2500 280.5 cn W a�4OIFr^IIDARJ�A THIS IS THE AREA OF THE ROOF PLANE POLYLINE, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE ROOF SURFACE AREA UNLESS THE PITCH IS 0. SURFAc ARA- THIS IS THE AREA OF THE ROOF PLANE'S TOP SURFACE, WHICH COVERS THE FASCIA AND SHADOW BOARDS WITH THE PITCH TAKEN INTO ACCOUNT. 0VERA NGABFA- THIS IS THE AREA OF THE ROOF PLANE'S OVERHANG, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. ROOF SHEATHING SIZE REQUIREMENTS ® UP TO 40 LBS 1/16" OSB up To LBS 151322"" 05B TO 1311 LBS 5/ 5/a" ose SOF WA Sill 41 ,qp 44713 �QHAL 3/22/2017 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. ILIIIIL�� M d' O O O GC pp pOj Z Mdl0 �00 C" Q H � � W O O cZ � C4 o M pZ C/7 W a ig v z on �1¢S v gig S PRINT DATE. 3/22/2011 SHEET. A-106 FOOTNOTES 1.6" X 22" TALL STEM WALL W/ 6"112" CONCRETE FOOTING U.N.O. 2. HORIZONTAL LAP SIDING 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B" MINIMUM REQUIRED W/ 1/16" ROOF SHEATHING 4. CONTINUOUS RIDGE VENTING 5. BOTTOM OF FOOTINGS TO BE PLACED 12" MIN. BELOW PERCEPTIBLE SOIL C/3 W M CD i FOOTNOTFS 1.6" X 22" TALL STEM WALL W/ 6"112" CONCRETE FOOTING U.N.O. 2. HORIZONTAL LAP SIDING 3. ARCHITECTURAL COMPOSMON ROOFING CLASS "B" MINIMUM REQUIRED W/ 1/16" ROOF SHEATHING 4. CONTINUOUS RIDGE VENTING 5. BOTTOM OF FOOTINGS TO BE PLACED 12" MIN. BELOW PERCEPTIBLE SOIL ❑© ELE A ON - L11- BACK- LEKAR 1491 SCALE: 1/8 IN =1 FT ELEVATION - LE - LEXAR 149 SCALE: 1/8 IN =1 FT 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@Iexarhom es.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. M O O OC co E; pOj Z (� j a LLLO �CO O Q G O �O J M o� Z a O O y O 6 D C2 oi! aO m� 99 00 sx aa� xr PRINT DATE. 3/22/2011 SHEET. A-202 FOOTNOTES 1.6" x 22" TALL STEM WALL W/ 6"x12" Concrete Footing U.N.O. 2.9 -1/2"1 -JOISTS PER MANUFACTURER SPEC'S/LAYOUT 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B" MINIMUM REQUIRED w/ 1/16" ROOF SHEATHING 4. TRUSSES @24"D.C.PER MANUFACTURER SPEC'S/LAYOUT 5. VAULTED CEILING S SECTION AA - LEXAR 1491 SCALE: 3/16 IN =1 FT ti W O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. M cr O 00 Z M dLL7 00 a M Q H � � W G O Z � � N IRs—�' � r a= Z a0 Z O y CC W 0 0 CD e►{i sc" m� !� z nz PRINT DATE. 3/22/2011 SNEET. A-301 •� Rim Joist Floor System 2 FDN - Garage (Attached) _ 3 ;' FDN - Garage/House 4 FDN - Interior Strip Footing Scale: No Scale Scale: No Scale Scale: No Scale Scale: No Scale 7/16" OSB Sheathing �- _ _ 1/2" GWB Drywall 1/16" OSB Sheathin - - g - - — 1/2" Type X GWB 7/16" OSB Sheathing g - - (2) 2x4 Studs on Edge _ 3/4" T&G SubFloor under Top Plate UNO Glued & Nailed 2x6 Studs @ 16" O.C. - - .131 x 3" at B"oc Per SW Schedule f 2x6 Studs @ 16" O.C. - - _ _ _ 16d Nailing at 8"oc 2x6 Studs @ 16" O.C. - - - _ _ 1/2" GWB Dall =. R-21 Insulation -- ---- 3/4" T&G SubFloor Glued &Nailed R-21 Insulation— - Per SW Schedule R-21 Insulation - - - - r _ 3/4" T&G SuR%er Glued & Nailed Single Top Plate - Edge Nailing Per - SW Schedule 1x Bottom Plate - - % - - 1x Filler on top of Sill Plate 2x Bottom -- - - �- 2x6 PT Bottom Plate If Sheathing spliced, see 9-1/2" 1 Joist @ 19.2" O.C. - _ 4" Concrete Slab F Field Locate Top Plate 9-1/2" 1 Joist @ 19.2" O.C. i- 9-1/2" 1 Joist 1 Bolts @ 72"oc SW Schedule for Edge Edge Nailing Per _ _ SW Schedule of Slab 4" Concrete Slab Field locate Top of Slab @ 19.2" O.C. "' _ appropriate connections -R-30 Batt Insulation R -3D Batt 2x PT Sill w/ Anchor - 2x1 Sill Plate 2x PT Sill w/ Anchor _ - Bolts per Schedule 2x PT Sill w/ Anchor � � Insulallon Align Studs with Joists Bolts per SW Schedule (1/2" Overhang) Rebar (1) #4 Rebar w/ J Bolts per SW Schedule - 6" x 12"Concrete Footing @ 19.2" O.C. g (1) #4 Rebar wl 24' Lap 6" x 22" (46" Max) Tall Splices #4 Vert Rebar w/ 90° Hook @ -- 48" oc. Alternate Hooks (No Vert - - 24" Lap Splices #4 Vert Rebar w/ 90° Hook @ - - - 48" oc. Alternate Hooks No Vert ( (1) #4 Rebar w/ 24" Lap Splices � #4 Vert Rebar w/ 90° Hook @ _ - Joist Blocking (As Required) - - - 9-1/2" 1 Joist Concrete Stem Wall _ - Rebar Required if Mono -Pour) 6" x 22" (48" Max) Tall ` Rebar Required if Mono -Pour) 6" x 22" (48" Max) Tall — - Concrete Stem Wall 48" oc. Alternate Nooks No Vert Single Top Plate - - - - 6"x12" Concrete - _ - (1) #4 Rebar wl 24" Lap Splices Concrete Stem Wall 6'x12" Concrete _ Rebar Required if Mono -Pour) 1Aj (2) 2x4 Studs on Edge -- - - 2x6 PT Bottom Plate under Top Plate LINO Footing U.N.O. 6 mil Black Polyurethane w/ 12" Lap at Joints 6"x12" Concrete _ Footing U.N.O. - - (1) #4 Rebar w/ 24" Lap Splices __ Footing U.N.O. — (1) #4 Rebar w/ 24" Lap 2x4 Studs @ 19.2" O.C. - **Alternate Option Use p 6" x 12" - - - - double top - - Foundation is done prescriptively per 2015 IRC Section R401, UNO Foundation is done -prescriptively per 2015 IRC Section R401. UNO SoliCos_ Foundation is done prescriptively per 2015 IRC Section R4O1. UNO plate with studs Concrete Footing at 16" O.C. Joists not 5 �._ FDN - Holdown Connections 6 Mise- Ufer Ground 7 — Frame- Deck ledger aligned. 8 Roof - Cantilevered Porch Cover _ - Scallce,,::. No Scale: No Scale f J Scale: No Scale: No Scale HDU2 may be used in lieu of the LSTHD8 / STHD10. EpOle Scale Install HDU2 to min (2) 2x posts threaded rod min 8" with Simpson Set -XP for Retro -Fit Ufcr Ground is to be located on same Wall as Electrical Meter and Panel Vapor Barrier and _ - Siding Per Builder - - --R-21 Insulation APA Rated Sheathing w/ 8d @ 6" 1/16" Roof Sheathing g edge g - See - and field nailing Typ. Verify installations. Use 1-3/4" edge distance minimum. g *" "RJ" 2x1 Sill Plate - - - (1/2" Overhang) - � Flashing - 148 x 3 1/2" @ 16"oc, UNO Engineering for Nailing Pattern ick Thickness yrith Contractor. Use version where Rim Joists _ #4 Rebar to extend 12" I top of bottom �_ porch Cover Depth Per Plan are resent ** Simpson p * Door Openings are allowed within the past plate. i Decking - _ ` 9-1/2" 1 Joist @ 19.2" O.C. + Standard Overhang 1 I fir. c Strong -Tie ° STHD Corner 20'-0" distance PT Joists Per Plan _ Edge Nailing into s� � - Fascia Truss Blocking, TYPaS Cont. Installation between vertical rebar Horizontal with (2) 2x for Ufer Ground. - I I m�n,�la�u r-2xSubFascia Reba �� • Studs _ I R-49 Blow -In • pp #, LUS28Z w/ #10x2-1/2" _ _ PT Sill w/ Anchors I Insulation SDS Screws, TYP Per SW Schedule Vented Soffit DTT2Z to Floor Joists/Blocking and Deck - Attach Ledger to Rim w/ (2) Joists Attached w/ 1/2" Threaded Rod. - b. Min Rebar 1/4"x4-1/2" SDS or 3-5/8" Min (2) One on Each Side of Deck Edge A35's Min 3-1/2" from Length 30" j �Gp�Q aft Ledger Lok @ 16"oc or 20 Ft Max Spacing. from truss blocking to top plate J re 24"oc truss blocking H2.5A to Top Plate Typ Each HDU2 - Edge of FDN Use SSTB16 CIP SMD14 STHD10 & I Tie #4 rebar to rebar footing - - - - - - J tl 4 ° _ 6"x12" Concrete Ing U.N.O. (where is required) �- Truss. Opt: SDWC15600 or 7/16" OSB _ - - TimberLOK Screw Anchor with HDU2 LSTHD8 Similar on inside of - See Eng for Nailing Pattern �- - Double 2x Top Plate 9 Roof - Truss to Top Plate 10 Roof - Gable End 11 Roof - Overframing Engineering Stamp - Ice Barrier - Extend Scale: No Scale_ 24" over Living Space 7/16" APA Rated Scale: No Outlookers 48"oc Max Scale _ Scale: No Scale j Sheathing w/ 8d @ L)—P 16d @ 15-3/8" 6" edge and 12" field nailing Typ. -- Verify Thlckness with Contractor. Composition Shingles w/ 15# Building Paper re Mart�ia@lured Trusses @ 24" Sd Edge Nailing - 8d Ed g Edge Nailing @ 6"oc entire length of truss `t I � 8d Edge Nail O Cardboard Baffle - � - � Sheath Gable End with Manufactured Truss Cont. Sheathing WA Gap 1" Air Ga for Ventilation blain I- 7/16" Sheathing 6"oc - Strongback Gablewebs w/ �,r-_ - g under overframing Q .r - - Nailing at edges, TYP 2x4 @ 24" oc where Attach 2x6 Flat to z 123/8 Gable End greater than 72" in height, Each Truss w/ (2) - _ 8i1-��ir��ge Nailing per TYP• 16d @ valleys A35's @ 48"oc Bel Edge Nailing - H2 I I .5A to Top Plate Typ Each SW Schedule J Simpson A35 Clips @ 24"oc I - - 8d Edge Nailing @ 6"oc entire length of truss sf �, 44713 / T� Truss. Opt: SDWC15600 or Double 2x Top - - or 10d Toe -Nailing @ 6"oc Flat � Vented Soffit- - TimberLOK Screw - -� g91% Per -- - L � R-49 Blow -In 2x Blocking w//� �4 �JIFA / 8d Edge Nailing Pre Manufactured Trusses Plan Ins8(lallon 5/8"GWB on ei ing Edge nail to 2x, attach @ 24" O.C. See Framing / Plan and MFG Drawings Water -Resistive House Wrap p �Ceiling - -- or 1/2" Ceilin g Board 3/22/2017 to framing with (2) - J 1/16" Wall Sheathing - See - - - - 2x6 Studs @ 16" Manufactured Truss - 16d @ 24" oc min. �x6 Studs @ 16" O.C. LINO Engineering for Nailing Pattern - - - PF' GWB on Walls Hanger per Truss MFG - CAO W �i 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2016 Copyright by Lexar Homes I.I.C. All rights reserved. M 0 G .O C' U -j a t� Z Mco d Ln =0 0 z N z do z CLOD W D C PRim DATE 3/22/2011 shirr, A-501 1 Frame- Post and Beam Connections Stepped foundation Wall Scale: No Scale _ STUDS PER PLAN @ 16" Scale: No Scale ACE44 / ACE46 ABU44 / ABU46 O.C. U.N.O. /ACE66 — / r — Beam (Size specified on Plans) MST37 ATTACHED TO B.U. ABU66 /IABU88 Post (Size HUCQ48 / HUCQ410 / HUCQ412 ANCHOR SPACING PER SW STUDS — - - specified HUCQ68 / HUCQ610 / HUCQ612 SCHED., MAX 48" O.C. SHEATHE AND NAIL on Plans) — PER WALL ABOVE HUC048 use with 4x8 Beam C516 EA. SIDE OF PLATE U.N.O. a e a HUCQ410 use with 4x10 Beam , ` — or 31/8 x 9 GLB STHO HOLD DOWN SPLICE48" LONG PER J � PER PLAN HUC0412 use with 4x12 Beam CONT. M4 BAR WITHIN 12" OF or 31/8 x 10 1 /2 GLB TOP OF WALL L = ANCHORS PER SW or 3 1 /8 x 12 GLB — — SCHED., MIN (2) PER I 18" MIN. SPLICE TVP. -- — I Post Footing (Size Beam (Size HUCQ68 use with 6x8 Beam _ Ir PIECE Beam (Size specified on Plans) Post (Size specified on specified on Plans) specified on HUCQ610 use with 6x10 Beam rill Plans) Plans) or 5118 x 9 GLB _ P.T. SILL ACE44 for use with 40 Post ABU44 for use with 44 Post HUCQ612 use with 6x12 Beam L �� PLATE ACE46 for use with 4x6 Post ABU46 for use with 4x6 Post or 51/8 x 101/2 GLB I LL ACE66 for use with 6x6 Post ABU66 for use with 6x6 Post or 51/8 x 12 GLB ABU88 for use with 8x8 Post *Contact General Contractor if size not listed* FIRM UNDISTURBED SOIL OR STRUCTURAL FILL 82,5t la Beam �AaRfGPlaa AHA Past Have I" mr. tray ti tlaa to ffwsg 3 Misc - Water Heater Strapping 4 Frame - Corner Framing 5 Roof - AOJ. Truss W! Raised Heel Over Shearwall Scale: No Scale _ Scale: No Scale Scale: No Scale 1/2" GWB Per 2015 BID ED13E NAILING ii 2x Nailer for Sheathing r IRC Chapter 1 ENTIRE LENGTH OF @TRUSS O1/3 Water Heater = _ t TRUSS PER MFR — Strap Per Plan CONT. SHEATHING UNDER 1/3 ENailing Per Shearwall (2) .131" x 3" FROM TRUSS OVERFRAMING, MAX 1 B"X24" Schedule on WEBS & BOTTOM CHORD OPENINGS SPACED B' -O" O.C.FOR VENTILATION li Engineering Sheets TO ADJ. TRUSS @ 24" O.C. 85 —1/16" Sheathing 2x Nailer for Sheathing FRAMING POLOA N AND TRUSSES, S E E 1/3 ®Strap Per Plan - MANUFACTURER'S SHOP DRAWINGS 4" Bollard to � cD Protect Appliances _ — H2.5A T❑ TOP PLATE, Nailing Per Shearwall Schedule TY P EA. TRUSS. from Impact 1'-g on Engineering Sheets A35 @ 4 B" D.C. J OPT: S D W C 1 5600 ❑ R TIMBERL❑K SCREW - 2x DF STUDS @ 1 6" Platform Must be anchored to wall — — Flexable Connection if Inside Corner Outside Comer 0. C. U. N. ❑ . required -- -Not Used- _-- -Not Used- __- -Not Used- En-0neering Stamp _ . Scale: No Scale Scale; No Scale Scale: No Scale ET NO OE WA Sy! A c.i - Z 44713 'reit '91S T E l 3/22/2017 M O 2 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2016 Copyright by Lexar Homes I.I.C. All rights reserved. O O O �co Z 00 d In C 07 Q W O O z N r �M ICS Rd, Z aO Z y DC W 0 a 0 z C.2 erg! a� m r— RA ani PRINT GATE. 3/22/2017 SHEET. A-502 E-101 ELECTRICAL PLAN - LEXAR 1491 SCALE: 1/8 IN =1 FT PLAN NOTES LEGEND FOOTNOTES A. ALL KITCHEN OUTLETS TO BE ON GFI CIRCUITS SEE ELECTRICAL SCHEDULE 1.4 TOTAL TV / PHONE DROPS. OWNER TO DETERMINE LOCATION. B. OUTLETS PLACED PER 2015 CODE BY LICENSED ELECTRICIAN C. BATHROOM OUTLETS TO BE GFCI D. SMOKE DETECTORS SHALL BE 11OV. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. PORCH LANTERN 0 BARE BULB i DUPLEX ART LIGHT $: SINGLE POLE $3 THREE WAY ' PENDANT LIGHT I._ C0 'CO DETECTOR EXHAUST (WALL MOUNTED) 5a SMOKE DETECTOR • CAN LIGHT TELEPHONE JACK "Tv TELEVISION JACK i 220 POWER FOR HEAT PUMP W M OND x 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. M cr 0 o .O oo Mo^ Z M a LPA �00 M Q H � � z C== f N 6�zao z 0 CO3 W Q 0 z . oil m.— _m} ona PRINT DATE. 3/22/2011 7T. SHEET. E-101 ELECTRICAL SCHEDULE TRADITIONAL FLUSH DOME �} f 220V EXHAUST FAN -WP DUPLEX (WEATHERPROOF) Fc, GFCI PORCH LANTERN 0 BARE BULB i DUPLEX ART LIGHT $: SINGLE POLE $3 THREE WAY ' PENDANT LIGHT I._ C0 'CO DETECTOR EXHAUST (WALL MOUNTED) 5a SMOKE DETECTOR • CAN LIGHT TELEPHONE JACK "Tv TELEVISION JACK i 220 POWER FOR HEAT PUMP W M OND x 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. M cr 0 o .O oo Mo^ Z M a LPA �00 M Q H � � z C== f N 6�zao z 0 CO3 W Q 0 z . oil m.— _m} ona PRINT DATE. 3/22/2011 7T. SHEET. E-101