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HomeMy WebLinkAboutBLD2022-01315 Addition, Remodel - BLD Inspections - 1/17/2025 j 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 "',,\. ; ✓f Building,Plminuig,Envimmental Health,Community Health ELMA:360-482-5269,EXT 352 -' www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit http:/lwww.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2022-01315 Date Issued 1212212023 Issued By �'�►�(�1!/ Project INTERIOR REMODEL&ADDITION Site Address 231 E Smith Cove Way Applicant OLIVER,DARRICK Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type ADDITION OR REMODEL- Occupancy RESIDENTIAL -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.— PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches 41 aq _TA Foundation Stem Walls (C f Z,� 2 t{ -�L Other FSPDXq (o Z If/Z y X Rough-In Groundwork Plumbing Framing /a/1KlYK 174 Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor L Other Insulation Slab Ceiling i 7r71z_t— Mc — Floor /0 11.8 im �Q Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building ( 17 1 ZT- �SZ Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other `�� I��I'{�?x TN�s�Nf` EY►�•k4A-►•lv` 6A�Wlf Q{t �1.i3 �� Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov BLD2022-01315 ADDITION OR REMODEL- RESIDENTIAL PROJECT DESCRIPTION: INTERIOR REMODEL&ADDITION ISSUED: 12/22/2023 SITE ADDRESS: 231 E SMITH COVE WAY SHELTON EXPIRES: 01/03/2024 PARCEL: 120195000014 APPLICANT: OLIVER, DARRICK OWNER: DARRICK OLIVER 231 E SMITH COVE WAY 231 E SMITH COVE WAY SHELTON,WA 98584 SHELTON,WA 98584 253.230.8894 OWNER's REP: Williams Architecture, P.S. OWNER'S REP: Williams Architecture, P.S. P.O. Box 102 P.O. Box 102 SHELTON,WA 98584 SHELTON,WA 98584 3604260511 3604260511 VALUATIONS: FEES: Paid Due Covered Deck/Carport 101.00 $2,222.00 Mechanical Base Fee $30.00 $0.00 R-3 VB Residential, one- 936.00 $141,214.32 Mechanical Fees $49.00 $0.00 and two-family Change in Tenant- Minor EH $125.00 $0.00 R-3 VB Residential, one- 600.00 $90,522.00 Plan Review and two-family Planning Review Fee $240.00 $0.00 Plan Check Fee $1,243.06 $0.00 Technology Surcharge $66.37 $0.00 Building Permit Fee $1,912.40 $0.00 Plumbing Fees $59.00 $0.00 State Fee-Residential $6.50 $0.00 Plumbing Base Fee $25.00 $0.00 Total: $233,958.32 Totals : $3,756.33 $0.00 FIXTURES Qtx Mechanical Fixtures ( t Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Bathroom Sink 1.0000 Heat Pump(s) 1.0000 Number of Clothes Washers Printed by:Annie Wilson on:12/22/2023 02:24 PM Page 1 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2022-01315 (sty Mechanical Fixtures Qty Plumbing Fixtures 2.0000 Spot Vent Fan(s) 1.0000 Number of Dishwashers 1.0000 Number of Showers 1.0000 Number of Toilets 2.0000 Number of Hose Bibs REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough- Plumbing Inspection Foundation Wall-Pre-Pour Inspection Mechanical Inspection Underfloor Inspection Insulation Inspection Shearwall Inspection BLD-Final Inspection CONDITIONS By definition, propane tanks and heatpumps are structures,which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. Adopted Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U- Factor):0.30, Skylight(Max U-Factor):0.50, Doors(Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. 2 Heat pump 3.6 Ductless split system heat pumps with no electric resistance heating in the primary living areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. Printed by:Annie Wilson on:12/22/2023 02:24 PM Page 2 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2022-01315 A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building.When located on the elctrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor),and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient (SHGC)of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Chapter 4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with WSEC Section R402.4.1.2. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 500 square feet. Reference WSEC R402.4.1.2. Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2015 Certificate"and are available in or'/2 sheets. * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. * A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. Printed by:Annie Wilson on:12/22/2023 02:24 PM Page 3 of 7 Mason County ♦1 Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2022-01315 The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * WIND LOADS- Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. * REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. * A minimum of 90 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * Before renovating or remodeling activities in pre-1978 residential buildings or child occupied facilities and to ensure your compliance with applicable Washington lead regulations, contact the WA State Department of Commerce Lead Paint Program at; (360)586-5323 or email Ibpinfo@commerce.wa.gov. Visit www.commerce.wa.gov/lead for further information. * All property lines shall be clearly identified at the time of foundation inspection. * All changes to "approved"building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * The foundation/footing must be placed on undisturbed,firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. Printed by:Annie Wilson on:12/22/2023 02:24 PM Page 4 of 7 e Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2022-01315 " All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. " Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. " The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. x Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations(including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. Printed by:Annie Wilson on:12/22/2023 02:24 PM Page 5 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2022-01315 * Installation of heating equipment in a single-family residence shall meet the requirements of the current WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.7. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers,filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure- sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181 B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches (38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation instructions. Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be insulated to R-8 DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit documenting test results in accordance to IECC/WSEC Section R403.3.3 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles, "Duct Leakage Affidavit"or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not required if the air handler and all ducts are located within the heated space. * When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at(360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. * The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor & Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415- 4000. * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). Printed by:Annie Wilson on:12/22/2023 02:24 PM Page 6 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2022-01315 " Planning Setbacks: Front: 25' (E prop. line) Side: 20' (NE prop. line) Side: 5'ADV2022-00135(S &SW prop. lines) Rear: 90' OHWM From Non-Fish Stream (NW prop. line) *Measured from furthest projection; subject to EH setbacks Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1Oft setback from all footing/foundations. B.)Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/ Perimeter Drains within 30ft, down gradient of Drainfield/ Reserve area. D.) No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/ Reserve area. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: aqrl'l V�I I Contractor or Authorized Age Date: Printed by:Annie Wilson on:12/22/2023 02:24 PM Page 7 of 7 r� •i ,u 35175 Qu rt lb - J \ Ali Vl ■ MiTek MiTek, Inc. 16023 Swingley Ridge Rd. Chesterfield, MO 63017 314.434.1200 Re: R2404077131 EI Kristyn& Sons-Oliver Michaels Project The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Truss Components of WA. Pages or sheets covered by this seal: I67784008 thru I67784008 My license renewal date for the state of Washington is July 3,2026. C,ANG L/G WASy��C yQ 02 � 41985 <v� RFCfSTV— S�ONALEN ` August 27,2024 Liu,Xuegang IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss T-mmon Type Oty Ply EI Kristyn&Sons-Oliver Michaels Project Units:1.0 R2404077R1 A03 1 1 Eng:JRC 167784008 Job Reference tional Truss Components of WA,Tumwater,WA-98512, Run:8.81 E Jun 18 2024 Print:8.810 E Jun 18 2024 MiTek Industries,Inc.Tue Aug 27 10:32:08 Page:1 ID:RVatObXN 10s_fSXrR_6MKBzNrOU-7fd4LDZ)(MAgADcDmdapRshJAIHMCfBpSBATXh7yjgY5 -2-0-0 7-4-10 14-2-12 21-0-14 27-8-0 27-11-8 2-0-0 7-4-10 6-10-2 6-10-2 6-7-2 0-3-8 REPAIR:STUB RIGHT END OF TRUSS 0-&0 MODIFY TRUSS BEARING CONDITIONS AS SHOWN 5x5* 4 12 6F- 15 16 4x4 s 4x4 a 14 17 3 5 u; 2-0-0 W 3x4 e 13 2 0 vI 1 „ 7 3x6= 10 18 9 19 8 3x4= 3x6= 3x4= 1 INSTALL 2 X 4 SPF/DF/SP NO.2 ATTACH 1/2"PLYWOOD OR OSS GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) CUT TO FIT TIGHT. TO EACH FACE OF TRUSS WITH(0.13V X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: J `ul 2 X YS-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. 10-1-14 _ 19-9-4 20-0-0 27-11-8 Scale ,:66.9 10-1-14 9-7-6 a2-12 7-11-8 = Plate Offsets(X,Y): [2:a2-0,0-1-0],[4:a2-12,0-2-12],[11:Edge,al-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.30 B-10 >785 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.38 8-10 >616 180 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.02 8 n/a Na BCLL 0.0" Code IBC2018ITP12014 Matrix-AS BCDL 8.0 Weight:1261b FT=10% LUMBER 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate TOP CHORD 2x4 HF No.2 DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9; BOT CHORD 2x4 HF No.2 Cs=1.00;Ct=1.10;IBC 1607.11.2 minimum roof live load WEBS 2x4 HF No.2 applied where required. BRACING 3) Unbalanced snow loads have been considered for this TOP CHORD Structural wood sheathing directly applied, design. except end verticals. 4) This truss has been designed for greater of min roof live BOT CHORD Rigid ceiling directly applied. load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on WEBS 1 Row at midpt 4-8,3-11 overhangs non-concurrent with other live loads. REACTIONS (lb/size) 8=1553/0-5-8,11=798/0-5-8 5) N/A Max Horiz 11=89(LC 13) 6) Plate(s)at joint(s)12 checked for a plus or minus 0 Max Uplift 8=-54(LC 15),11=-70(LC 14) degree rotation about its center. Max Grav 8=1682(LC 4),11=930(LC 21) 7) This truss has been designed for a 10.0 psf bottom FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 chord live load nonconcurrent with any other live loads. (lb)or less except when shown. 8) "This truss has been designed for a live load of 20.Opsf TOP CHORD 2-13=-395/32,3-13=-314/52,3-14=-816/73, on the bottom chord in all areas where a rectangle 14-15=-693/83,4-15=-687/92,4-16=55/662, 3-06-00 tall by 2-00-00 wide will Fit between the bottom 16-17=-56/516,5-17=-67/419,5-6=-354/167, chord and any other members,with BCDL=8.Opsf. V�GANG �` 2-11=-456/107,6-12=-304/100 9) Provide mechanical connection(by others)of truss to '}� & BOT CHORD 10-11=-82/820,10-18=0/311,9-18=01311, bearing plate capable of withstanding 54 lb uplift at joint OF WAS / 9-19=0/311,8-19=0/311,7-0=-323/127 8 and 70 lb uplift at joint 11. �C> WEBS 3-10=-450/144,4-1 0=-25/735, 10)This truss is designed in accordance with the 2018 4-8=-1149/124,5-8=-628/156,3-11=790/32, International Building Code section 2306.1 and _ 5-12=-249/668 referenced standard ANSI/TPI 1. NOTES 11)This truss design requires that a minimum of 7/16" 1) Wind:ASCE 7-16;Vult=11 Omph(3-second gust) structural wood sheathing be applied directly to the top A Vasd=87mph;TCDL=3.5psf;BCDL=4.8psf;h=15ft;Cat. chord and 112"gypsum sheetrock be applied directly to P ,P 41985 Q w II;Exp B;Enclosed;MWFRS(envelope)exterior zone the bottom chord. fib FCISTF�� and C-C Exterior(2E)-2-0-0 to 1-0-0,Interior(1)1-"to LOAD CASE(S) Standard �ss�ONALENG` 14-2-12,Exterior(2R)14-2-12 to 17-2-12,Interior(1) 17-2-12 to 27-9-12 zone;Cantilever left and right exposed;end vertical left and right exposed;C-C for August 27,2024 members and forces&MWFRS for reactions shown; A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1/2/2023 BEFORE USE. ■ Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not MiTek" a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,and DSB-22 available from Thus Plate Institute(www.ip1rrAorg) Chesterfield,MO 63017 and 8CS1 Building Component Safety Information available from the Structural Building Comporent Association(www.sMscomponents.com) 314.434.1200/MfTek-US.com Job Truss Truss Type Oty Ply El Kristyn&Sons-Oliver Michaels Project R2404077R2 A05-R1 Common 8 1 En�JRC 168585726 Job Reference(optional) 9 Truss Components of WA,Tumwater,WA-98512, Run:8.82 S Sep 12 2024 Print:8.820 S Sep 12 2024 MTek Industries,Inc.Mon Sep 30 17:17:34 Page:1 ID:54grWWuZCwVsdvFOea79?IzNrOl-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 211, 7-3-2 14-2-12 21-2-6 27-8-14 2-02 0 7-3-2 6-11-10 6-11-10 6-6-8 REPAIR:UP TO(4)0-0-12 DIA.HOLES DRILLED IN BOTTOM CHORD CENTERED 10-"FROM RIGHT END 5x6* 4 6F 14 15 4x4* 13 16 4x4* 3 5 co 17 4x4 a 3x4 a 2 12 6 CK11 7 10 9 18 19 8 3x6= 3x6= 3x4= J 3x4= DO NOT DRILL THROUGH SCABS, 3x6- / MATERIALS MUST BE REMOVED AND REROUTED UP TO(4)0-0-12 DIA.HOLES SPACED 0-0-8 APART PLY SPF/DFO NO.2 SCAB(S)TO EACH FACE OF TRUSS CENTEI*tD DAMAGE.ATTACH WITH(0.131"X 3")NAILS PER THE FOLLOWING NAIL j HEDULE:2 x TS-1 ROW,2 x 4'S-2 ROWS,2 x 6'S AND LARGER-3 ROWS: ear-- SPACED @ 4"O.C.STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACEr FOR A NET 2"O.0 SPACING IN THE TRUSS. USE 2"MEMBER END DISTANCE. 9-7-0 _ __ 18-10-8 _ 27-8-14 Scale=1:67.2 9-7-0 9-3-8 8-10-6 Plate Offsets(X,Y): [2:0-2-0,0-1-12],[4:0-3-8,0-2-8],[5:0-1-12,0-2-0],[7:0-2-12,0-1-8],[11:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.29 8-10 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.40 8-10 >816 180 TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.06 7 n/a Na BCLL 0.0' Code IBC2018/TP12014 Matrix-AS BCDL 8.0 Weight:125 Ib FT=10% LUMBER 3) Unbalanced snow loads have been considered for this TOP CHORD 2x4 HF No.2 design. BOT CHORD 2x4 HF No.2 4) This truss has been designed for greater of min roof live WEBS 2x4 HF No.2 load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on BRACING overhangs non-concurrent with other live loads. TOP CHORD Structural wood sheathing directly applied, 5) This truss has been designed for a 10.0 psf bottom except end verticals. chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied. 6) 'This truss has been designed for a live load of 20.Opsf WEBS 1 Row at midpt 3-11,5-7 on the bottom chord in all areas where a rectangle REACTIONS (size) 7=Mechanical,11=0 5 8 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Horiz 11=91(LC 11) chord and any other members,with BCDL=8.Opsf. 7) Refer to girder(s)for truss to truss connections. Max Uplift 7=38(LC 15),11=-68(LC 14) 8) Provide mechanical connection(by others)of truss to Max Grav 7=1182(LC 4),11=1302(LC 3) bearing plate capable of withstanding 68 lb uplift at joint FORCES (lb)-Maximum Compression/Maximum 11 and 38 lb uplift at joint 7. Tension 9) This truss is designed in accordance with the 2018 TOP CHORD 1-2=0/61,2-3=-412/52,3-4=-1646/110, International Building Code section 2306.1 and 4-5=-1591/113,5-6=-281/45,2-11=-464/107, referenced standard ANSI/TPI 1. 6-7=-261/50 10)This truss design requires that a minimum of 7/16" BOT CHORD 10-11=-78/1484,8-10=-19/1077, structural wood sheathing be applied directly to the top 7-8=-62/1392 chord and 1/2"gypsum sheetrock be applied directly to 1N WEBS 4-8=-37/556,5-8=-297/139,4-10=-38/648, the bottom chord. 9 3-10=-368/144,3-11=-1433/74,5-7=1499/69 LOAD CASE(S) Standard NOTES T 1) Wind:ASCE 7-16;Vult=11 Omph(3-second gust) Vasd=87mph;TCDL=3.5psf;BCDL=4.8psf;h=15ft;Cat. 11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)-2-0-0 to 1-0-0,Interior(1)1-0-0 to .0 14-2-12,Exterior(2R)14-2-12 to 17-2-12,Interior(1) 55786 w 17-2-12 to 27-7-2 zone;Cantilever left and right Ott �FCISTEg� exposed;end vertical left and right exposed;C-C for s (j members and forces&MWFRS for reactions shown; sIONAL� Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9; October 2,2024 apA le wererequired. M WARNING-verify design paranwta and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M147473 rov.1r2=23 BEFORE USE. ■ Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MiTeke a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 16023 Swingley Ridge Rd. fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSVfP11 Quality Criteria,and 056-22 available from Truss Plate Institute(www.tpinstorg) Chesterfield,MO 63017 and SCSI Building Component Safety Information available from the Structural Building Component Association(www.sbcscomponents.com) 314.434.1200 1 MTek-US.com Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1/2L♦ �- Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 2 3 Joint ID diagonal or X-bracing,is always required. See SCSI. and fully embed teeth. typ TOP CHORDS 2. Truss bracing must be designed by an engineer.For c1-2 c2-3 wide truss spacing,individual lateral braces themselves 0- 16 may require bracing,or alternative Tor I 0 WEBS c3ro 4 bracing should be considered. A Op O y. 2� 3. Never exceed the design loading shown and never 2 $ O stack materials on inadequately braced trusses. O p _ 0- O 4. Provide copies of this truss design to the building a- designer,erection supervisor,property owner and For 4 x 2 orientation,locate ci-6 C6-7 ce-6 F— all other interested parties. plates 0- ",6"from outside P BOTTOM CHORDS 6. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSIfTPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. Product Code Approvals 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. PLATE SIZE 10.Camber is a non-structural consideration and is the The first dimension is the plate ICC-ES Reports: responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular camber for dead load deflection. to slots.Second dimension is ESR-1988, ESR-2362, ESR-2685, ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. ESR-4722, ESL-1388 indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Design General Notes in all respects,equal to or better than that specified. Indicated by symbol shown and/or 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the Trusses are designed for wind loads in the plane of the spacing indicated on design. output. Use T or I bracing truss unless otherwise shown. 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. or less,if no ceiling is installed,unless otherwise noted. Lumber design values are in accordance with ANSI/TPI 1 BEARING section 6.3 These truss designs rely on lumber values 15.Connections not shown are the responsibility of others. established by others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2023 MiTek®All Rights Reserved reaction section Indicates joint 17.Install and load vertically unless indicated otherwise. number/letter where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ® 19.Review all portions of this design(front,back,words A n Specification for Metal and pictures)before use.Reviewing pictures alone ANSI/TPI National Design P is not sufficient. Plate Connected Wood Truss Construction. DSB-22: Design Standard for Bracing. 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTiekANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, 21.The design does not take into account any dynamic Installing,Restraining&Bracing of Metal or other loads other than those expressly stated. Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 1/2/2023 OLJ 04aj— ■ ITek@ MiTek, Inc. 16023 Swingley Ridge Rd. Chesterfield, MO 63017 314.434.1200 Re: R2404077R2 EI Kristyn&Sons-Oliver Michaels Project The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Truss Components of WA. Pages or sheets covered by this seal: 168595726 thru I68585726 My license renewal date for the state of Washington is June 20,2026. O 1W Joss wns�co�. 55786� k,� CIse Eft �S,SfON October 2,2024 Johnson,Andrew IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/fPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/fPI 1,Chapter 2. Oliver, soffit porch ` 1 EILEEN BAILEY <ei_bailey@msn.com> Wed 9/11/2024 10:50 AM To:EILEEN BAILEY <ei_bailey@msn.com> Please please print these photos and put them on the wine rack so I can bring them out and add them to the inspection package thanks >� I z.. r t• • r from.Sent :. • Const. Inc. CYL ,- 1 Outlook C.t��eJ- r=v- d V-1— t2ed 44 ---------- ---- - -- ----- - ---- x -Z -R, g'tr-- -23kc,. (No subject) From EILEEN BAILEY <ei_bailey@msn.com> Date Wed 10/16/2024 12:27 PM To EILEEN BAILEY <ei_bailey@msn.com> Oliver underfloor revision, please make a copy set it on the wine rack for me thank you tj ;� 6 t' 4 • , ,Tw i t r Sent from. Tim D Bailey EI.Kristyn&Son Const. Inc. r I Xfinity Connect 231 E_Smith Cove Way Shelton Oliver job Printout https://connect.xfinity.com/appsuite/v=7.10.6-41.20240917.084642/p... y `0 V,I �j It %$ 9 D'. �O�� A SI 5 '�' fSIERti'9 s�NAL 2 of 16 10/15/2024, 10:37 AM XfinIty Connect 231 E_Smith Cove Way Shelton Oliver job Printout https://connect.xfinity.com/appsuite/v=7.10.6-41.20240917.084642/p... EILEEN BAILEY<ei_bailey@msn.com> 10/15/2024 10:34 AM 231 E. Smith Cove Way Shelton Oliver job To Precise Engineering<preciseengineering@comcast.net> Pictures of pass-through from existing to new addition /�r� ,, 2 3 ei-Ae p .r.4fla�.'r v 3 K F , yp 'D' 4� I7 L 1 of 16 10/15/2024, 10:37 AM 16 of 16 10/15/2024, 10:37 AM r IJ6 al nos r/ Al Sent from. Tim D Bailey EI.Kdstyn&Son Const.Inc. • IMG_5428.jp9(294 KB) O�9 iD• H • IMG_5391.PNG(465 KB) • IMG_5429.jp9(292 KB) • IMG_5331.jpg(86 KB) • IMG_5249.jpg(224 KB) • IMG_5238.jpg(171 KB) • IMG_5296.jpg(272 KB) • IMG_5299.jpg( KB) 5175 • IMG_5274.jpg(298 298 KB) • IMG_5466.PNG(492 KB) S • IMG_5460.jpg(138 KB) �NAL 141 15 of 16 10/15/2024, 10:37 AM