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HomeMy WebLinkAboutBLD2014-00475 SFR Final - BLD Permit / Conditions - 3/17/2015 Inspection Line (360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 279 Shelton, WA 98584 to RESIDENTIAL BUILDING PERMIT BLD2014-00475 OWNER: ROBERT&CHERYL DAVIS RECEIVED: 5/28/2014 CONTRACTOR: HI-LINE HOMES 1.253.840.1849 LICENSE: HILINH*981BT EXP: 11/8/2015 ISSUED: SITE ADDRESS: 4280 ESTATE ROUTE 302 BELFAIR EXPIRES: PARCEL NUMBER: 122214300040 LEGAL DESCRIPTION: TR 4 OF G.L. 4 &TAX 56-B-1*& SW SE PROJECT DESCRIPTION: DIRECTIONS TO SITE: RESIDENCE HWY 3 LEFT ON VICTOR CUTOFF RD LEFT ON 302 PAST VICTOR 5TH HOUSE ON RIGHT General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: 4 Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: 2 Occ. Group: R3 Lot Size: Deck: Type of Work: NEW Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building:2,188 Valuation: $ 244,493.80 Building Height: Occ. Status: Primary Basement: COV PORCH 156 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: E 62.0 Ft. Shoreline: 88.0 Ft. Water Body: CASE INLET Rear: W 88.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: N 20.0 Ft. Shoreline Desig.: Urban Year: Serial No.: Side 2: S 10.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES• Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 2 Furnace<100K 1 Plan Check Fee TW 5/28/2014 $ 1,173.74 S2201400000001 Lavatories 3 Heat Pump 1 Planning Review Fee TW 5/28/2014 $205.00 S2201400000001 Bath Tubs 1 Ventilation Fan 3 EH Minor Plan Review CEW 5/28/2014 $ 100.00 S7201400000001 Showers 1 Dryer Vent 1 Total $ 1,478.74 Clothes Washer 1 Exhaust Hood 1 Kitchen Sink 1 Water Heaters 1 Dishwasher 1 Hosebibs 2 BLD2014-00475 Please refer to the following pages for conditions of this permit. Page 1 of 7 CASE NOTES FOR BL02014-00475 CONDITIONS FOR BLD2014-00475 1) A Road Access Permit or Approval must be granted by the Washington State Dep5N f Transportation. For more information contact Paula Hammond, Transportation Planning Engineer, at(206)357-2620, ext. 630. X 2) 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 pote I ks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-098 h erson signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 3) Owner/Agent sponsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28, X 4) All 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 r or y further inspections being performed or approvals granted. X 5) Owner/Age t is s onsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 6) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the 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 e it 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 pr documents will result in failure of required building inspections. X 7) THE FOU Q YSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 8) The"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, then approval wi ranted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building De rt for any further inspections being performed or approvals granted. X BLD2014-00475 Please refer to the following pages for conditions of this permit. Page 2 of 7 _ 9) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: HEAT PUMP WITH ELECTRIC BACK-UP, 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. In addition the following credits from R406.2 shall be completed as follows: Required 1.5 credits- Option 3B (1.0 credit): High efficiency HVAC equipment, air source heat pump minimum HSPF 8.5. Option 5A(0.50. credit): Efficient water heating, Electric water heater with min. EF of 0.93. All showerheads and kitchen sink faucets shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less. PROVIDE COMPLIANCE INFORMATION FOR HEAT PUMP,WATER HEATER, AND FAUCETS AVAILABLE AND ON-SITE FOR FINAL OCCUPANCY INSPECTION. Max' equipment output: 33,163 btu/hr X 10) A perma certificate, completed by the owner, builder or registered design professional, shall be posted within three feet of the electrical distribution panel. 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 Section 105.4, 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 IECC/.WSEC Section R402.4. 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 750 square feet. Reference IECC/1NSEC R401.3& R101.4.3 Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2012 Certificate"and are available in Y4 or'/Z sheets. The Mason mit Center will also have some available. X 11) A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. X BLD2014-00475 Please refer to the following pages for conditions of this permit. Page 3 of 7 12) WINDOWS IN HIGH EXPOSURE AREA All windows and doors shall be installed and flashed in accordance with the manufacturers written installation instructions and shall be available during inspections. In addition to other inspection(s), an inspection of the flashing shall be required for projects located in an area with a wind exposure of C or D, reference IRC R �1609,4. sign criteria for this project is established at 85 mph wind speed, exposure C. 7Z X 13) 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. X 14) 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 ed a shall be provided at eaves and gables of shingle roofs. (IRC 2012 R905.2.8.5) X 15) A Mason County Stormwater Management Worksheet was competed 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 wi It with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contracto is c w dging that all components of the stormwater management system have been installed as approved on the stormwater site plan.X 16) Carbon monoxide alarms, listed as complying 4Z�0�75shsll 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. EXISTI LLINGS shall be equipped with carbon monoxide alarms when alterations(including addition or alteration of fuel burning appliances), repair or adqitioN requiring a permit occur, or when one or more sleeping rooms are added or created. X BLD2014-00475 Please refer to the following pages for conditions of this permit. Page 4 of 7 17) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and 3 collected by the Building Department prior to any further inspections being performed or approvals granted. X 18) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of in n. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit rev ca n X 19) Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICCNVSEC, Section R403.6. 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 R403.2.2 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 tightnes a of required if the air handler and all ducts are located within the heated space. X 20) Provisions fo ce/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 I caZ� 2)5'rol a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. X BLD2014-00475 Please refer to the following pages for conditions of this permit. Page 5 of 7 21) All changes to' d'' building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or reula ust be reviewed and approved by Mason County prior to construction. X d 22) 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 inter des as amended and adopted by Mason County. Any corrections. changes or alterations required by a Mason County Building Inspector shal a e rior to requesting additional inspections. X 23) All property lines441 be clearly identified at the time of foundation inspection. 24) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to requ��al inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason antes and building regulations. X 25) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action fora�%xceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder haveo from being taken. No more than one extension may be granted. X 26) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLYAFFECT ANY ADJACENT PROPERTI NCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD W X 27) Appr ensions and setbacks on submitted site plan; 88 feet from log alignment at beach. Setbacks are measured from the furthest projection of the to X 28) The proposed project must be consisten.with If policies and other provisions of the Shoreline Management Act, its rules, and the Mason County Shoreline Master Program.X 29) All construction and demolition debris must be removed from the site after project completion. PW construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 30) Temporary erosion control measures must be implemented to prevent water quality degradation s roperties. Silt fencing, straw, or surface matting must be installed and maintained until upland vegetation has become established. X 31) The applicant acknowledges tha, le ropo nce was sited such that further shore protection measures will not be required for protection of the new structure(s). X — BLD2014-00475 Please refer to the following pages for conditions of this permit. Page 6 of 7 32) Concrete le t �nwashwater must be contained during construction pouring, such that water quality degradation of adjacent waters does not occur. X 33) Landings s must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approve i e la ensure these structures are shown and meet the setback conditions listed. X 34) By definition, propane tanks and heatpumps are structures,which must meet setback conditions. Please check your"Approved Site Plan"to ensure these str4cWres meet the setback conditions listed. X 35) Retaining walls needed to support a surch structures, roads,or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall.X 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 PER IC 180 D S WILL INVALIDATE THE APPLICATION. Signatur `^ l COWNDER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to Indicate) BLD2014-00475 Please refer to the following pages for conditions of this permit. Page 7 of 7 00 o CONCRETE MECHANICAL MANUFACTURED HOME y o Date By Footings/Setbacks Ribbons Cl) Gas Piping o Interior Date T J -1 By WL/ interior-Date By Date By j Exterior Date ZG /✓ By f Exterior-Date By Siat-up 0 INSULATION IOU Point Load!Isolated Footings Date By Date BYL p BG/SLAB INSULATION Data By FIRE DEPARTMENT I Founda ion fAWls Floors Date By 90 Date ?'/ By + tr Data ► ?� /jam BY DECKS = FRAMING Walls Date By M Data tZ Date 7 K ByWIL !Sr t'l By t t PROPANE TANKS PLUMBING Vault Date ay Date By OTHER Groundwork Attic '� �//yy�t Type- Date t/40, Date By Date 1 � /tJ BY Date By D.WV DRYWALL Type- Oate ;\ �� �� BY �� int Brace Wall Date By W CD By FINAL INSPECTION CA w Water Lane Fire Separation N Date By `t Date By Date3- - B O m � s Pass or Request Inspect. c Type of Insp. Fail Date Date Done By Comments y n o �' tiSS 2► IK � �� ,L Ste. � �. - vOr CD CD 0 Z 0 N CDa P JOACD Y�.I ►� l� H IN i�� `)�ci to 1H I/ 14 M OIL t0c e� v CD m m 0 Permit# Iq L&,Li7.5 MASON COUNTY , BUILDING 111 426 W, CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job LocationZXJ This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain compliance "e 0^ * l- 1e— C U{ You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office © Make cots ctions, items will be checked on next inspection regarding possible structural m OK to :1 Yam- damage incurred by recent "natural/man made" ❑ This is not a complete inspection disasters.This is NOT a Date Z,� r-1 Department CORRECTION NOTICE. Inspector �l l ok v NjT `10* 41* ' ' THIqft, T,,irn * mr Permit# MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location YZS'O 6 !!31�. 41 30z This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found- pItems listed below muJ t be corrected to gain compliance C G, H ✓vt n t� e.'�C. Lj c.&,e, 1:5,µ 4,1A SiA •' 43 AA You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ® Call for re-inspection when corrections are made before continuing ❑ please contact our office ❑ Make corrections, items will be checked on next inspection regarding possible structural 3 9W &) �� � ����` damage incurred by recent "natural/man made" ®This is not a complete inspectionG(c,,,J t disasters.This is NOT Date 11 , Department 15Z-A CORRECTION NOTICE. Inspector n* ) f OT ' 'Ill/ THIC Thrm * qg Permif# r7s� MASON COUNTY BUILDING III 426 W, CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location lf 2 4io 1�- ,. A? 30 This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: p Items listed below must be corrected to gain compliance o L44 ? - l be -i Lt S a.. a'I��.,,► i►&--t L.,.�k t�" IL-1L hie, .- ,cG( r J✓ 14 CA You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK Call for re-inspection when corrections are made before continuing ❑ please contact our office ❑ Make corrections, items ill be checked on next inspection regarding possible structural damage incurred by recent "natural/man made" ❑This is not a complete inspection disasters.This is NOT Date Department CORRECTION NOTICE. Inspector • viiiL O N* 14T `iml� 014 ' ' THI ' , T' * mw Permit# MASON COUNTY BUILDING Ill 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location �ZSO jx,5�- ST- PT 3�2'Z— This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to ain compliance out yL -Z'✓r► s �t�✓�,cc, - i( tAM Clze-,.j C.e_s 5 14 l l �.T You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office Make corrections, items will be checked on next inspection regarding possible structural OK tom �, `�� N-"•Y_ damage incurred by recent "natural/man made" ❑ This isnot a complete inspection GQ disasters.This is NOTa Date �1 z�1 1 b- Department O CORRECTION NOTICE. Inspector ■ �� ,�1116,T i I lnll*Z�. ,, . ' THI qqb, Ti-- * mw iziv. DrJ Engineering, LLC (FKA: DrJ Consulting,LLC) ENGINEERING LLC 6300 Enterprise Lane Madison, Wisconsin 53719 Re: j1405668_repair MiTek 20/20 7.4 X--R-Davis Job The Truss Design Drawing(s)(TDD[s])referenced have been prepared based on the construction documents (also referred to at times as"Structural Engineering Documents")provided by the Building Designer indicating the nature and character of the work.The design criteria therein have been transferred to DrJ Engineering(DrJ) by ProBuild (Arlington WA). These TDDs(also referred to at times as"Structural Delegated Engineering Documents")are specialty structural component designs and may be part of the project"s deferred or phased submittals.As a Truss Design Engineer(i.e.,Specialty Engineer),the seal here and on any TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements.Please review all TDDs and all related notes. Pages or sheets covered by this seal: I9008601 thru I9008601 My license renewal date for the state of Washington is February 21,2015. Registration#2932 Important Notice:Each TDD uses Metal Connector Plate(MCP)design values published by MCP manufacturers. Any referenced connectors use design values published by the connector manufacturer or the American Wood Council per the National Design Specification(NDS)for Wood Construction.The TDD further uses lumber design values published by the applicable lumber rules-writing agency as approved by the American Lumber Standards Committee.These are incorporated into lumber design provisions and equations created by the American Wood Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers.The lumber design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting.The lumber grading rules published by the rules-writing agency shall apply to the Owner, Building Designer and Contractor.All capitalized terms are as defined in ANSI/TPI 1,the National Design Standard for Metal Plate Connected Wood Truss Construction(TPI 1). q�t1• �Vp Hof WASIYC ' q � 6 4 November 19,2014 Kirk Grundahl The design assumptions,loading conditions,suitability and use of this set of Truss designs for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC, the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage, installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and SBCA are referenced for general guidance.TPI I defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing by the parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any Building. Copyright 0 2014 DrJ Engineering,LLC,(DrJ).Reproduction of this document,in any form,is prohibited without written permission from DrJ. yob Truss Truss Type Qty Ply x--R-Davis Joe 19008801 J1405868 REPAIR B03 GABLE + + Jo f ProBuild Arlington, Arlington,WA 98223 7.430 s Oct 14 2013 MTek Industries,Inc.Fri Nov 07 10:18:06 2014 Page 1 ID:h5R7xCLOgcLjYlDQox6?mQzea_e-vKlpuMseLu7dmv9op4i1rXhBhh54SID3mPg6sQyLc1? -1�--0 13-0.0 26-0-0 1 27-4-0 13-0-0 13-0-0 14-0 REPAIR: Scale:1/441' 1)PEAK OF TRUSS WAS NOTCHED 5-1/2"WIDE BY 12"HIGH 7/16"GUSSET ALREADY APPLIED 4-0-0 NOTE-THIS REPAIR IS VALID FOR THE DESIGN CONDITIONS 2-0-0 PROVIDED IN THIS TRUSS REPAIR DRAWING. ITS ADEQUACY FOR THE ACTUAL CONDITIONS MUST BE VERIFIED a gx8 II BY OTHERS. REFER TO ORIGINAL TRUSS DESIGN 9 DRAWING FOR ADDITIONAL NOTES. 7 5 -- 10 5.00 12 s ++ 4 12 13 2 21 + 22 20 23 6x8= 19 24 18 25 17 2 2g (A) 18 14 3x4= 2.5o 12 3x4= (A)APPLY 7/16"24/16 SPAN RATED OSB GUSSET TO ONE SIDE OF TRUSS AS SHOWN. "PACK-OUT'GAP BETWEEN NEW GUSSET AND SIDE OF TRUSS WITH STRIPS OF 7/16"OSB FILLERS. ATTACH OSB FILLERS TO TRUSS WITH 2-ROWS OF 10d(3"x 0.131")NAILS SPACED AT 6"OC. ATTACH THE GUSSET WITH(3)ROWS OF 10d(3.0"X 0.131') NAILS:SPACED @ X OC INTO ALL MEMBERS. 13.0-0 26-0.0 1343-0 13-0-0 Plate Offsets(X Y): f8:0-2-8 0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.42 Vert(LL) 0.03 15 n/r 180 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.20 Vert(TL) 0.06 15 n/r 120 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 14 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 (Matrix) Weight:112 lb FT=20 LUMBER BRACING TOP CHORD 2x4 DF 180OF 1.6E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 OF No.2*Except* 8-21:2x10 DF SS REACTIONS All bearings 26-0-0. (lb)- Max Horz 2=-115(LC 13) Max Uplift All uplift 100 lb or less at joint(s)2,22,23,24,20,19,18 except 21=227(LC 8),14=-105(LC 9), 25=284(1_C 19),26=240(LC 8),17=-284(LC 20),16=239(LC 9) Max Grav All reactions 250 lb or less at joint(s)22,23,24,25,20,19,18,17 except 2=362(LC 19),21=1420(LC 1),14=362(LC 20),26=751(LC 1).16=751(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-26=-561/270,13-16=-561/269 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10,Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone,cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3S0 tall by 2-0-0 wide will fit between the bottom chord and any other members. K GRI/,� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)2,22,23,24,20,19, 18 except at=lb)21=227,14=105,25=284,26=240,17=284,16=239. Ok WAS 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)21,22,23,24,25,26,20,19,18,17,16. VC 11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1300 lb down and 309 lb up at 13-M on bottom chord. The design/selection of such connection device(s)is the responsibility of others. .O 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 66., �PF�S�bEO LOAD CASE(S) Standard � 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 SjG�AL Uniform Loads(plf) Vert:1-8=-00,8-15=-80,2-21=-16,14-21=-16 Concentrated Loads(Ib) November 19,2014 Vert:21=-1300(F) WARNING-Please thoroughly roviewthe"Custorners Acknowledgement of ProBuild Standard Terms for Manufactured Products"form.VenN design parameters and read notes on this Truss Design Dravnng(TDD) and the DrJ Reference Sheet(rev.11-14)before use.Unless otherwise stated on the TDD,only MiTek connector plates shall be used for this TDD to be valid.As a Truss Design Engineer(i.e.,Specialty Engineer), the seal on any TDD represents an acceptance of the professional engmeenng responsibility for the design of the single Truss depicted on the TDD only,under TPI 1.The design assumptions,loading conditions, , suitability and use of this Truss for any Building is the responsibility of the Owner,the Owner's authorized agent or the Building Designer,in the context of the IRC,the IBC,the local building code and TPI 1.The approval of the TDD and any field use of the Truss,including handling,storage,installation and bracing,shall be the responsibility of the in Designer and Contractor.All notes set out in the TDD and the practices and guidelines of Building Component Safety Information(SCSI)published by TPI and SBCA are referenced for general guidance TPI 1 defines the responsibilities and duties of the Truss Designer,Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in wribng by all parties involved.The Truss Design Engineer n NOT the Building Designer or Truss System Engineer for any Wilding.All capitalized terms are as defined in TPI 1. ENG/NE>E'ILINOLLC Copyright 0 2014 ProBuiid-DrJ Engineering,LLC,(010).Reproducbon of this document,in any form,is prohibited without written permission from ProBuild-DrJ. 18.Review the complete contents of the ny r submittal package,the TDDs included(i.e.,front, Numbering System General Safety Notes beck,tent and graphics),any TPDs and any related SBC information before attempting to install the trusses.Reviewing graphics alone is not sufficient. 19.Truss manufacturing quality control shall be performed per TPI 1,Chapter 3,and monitored 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause property damage or personal injury by a third party inspection agency. D i( rawn s not to scale ,. 1. Please thoroughly review the"Customers Acknowledgement of ProBuild Standard 20.Unless specified by the BD in writing and noted on the TDD,these TDDs are not g ) Terms for Manufactured Products"forth. applicable for use with fire-retardant,preservative-treated or green lumber. 21.Plate type,size,orientation and location dimensions indicated are minimum plating 2. Please thoroughly review all Truss Design Drawing(TDD)cover sheet notes and TDD requirements. 2 TOP CHORDS 3 notes,verify design parameters and review all connection detail notes.Important work 22_Lumber used shall be of the species,size and grade,and in all respects,equal to or better C t 2 C2 3 scope and responsibilities are defined therein. p than that specified. 3. All capitalized terms are as defined in ANSI/TPI 1,the National Design Standard for 23.Temporary LR and DB is required to be installed during construction for the purposes of WEBS C� 4 Metal Plate Connected Wood Truss Construction(TPI 1). O v holding trusses in their proper location,plumb and in plane,until permanent individual truss 4. TPI 1 defines the responsibilities and duties of the Truss Designer(TD),Truss Design = m member LR,DB and permanent building stability bracing are completely installed(see SCSI-Bt, V , Engineer(TIDE)and Truss Manufacturer(TM),unless otherwise defined by a Contract BCSI-B2,BCSI-B3,BCSI-87,and SCSI-B10 as applicable). 3 O agreed upon in writing by the parties involved. 24.Top chords must be sheathed or continuous LRs(i.e.,purlins)provided at the spacing d �,-� a� U 5. As a TIDE(i.e.,Speciality Engineer),the seal on any TDD represents an acceptance O of professional engineering responsibility for the design of the single Truss depicted on indicated on TDD(e.g.,24 in.o.c.maximum). F 0 0- 25.If no ceiling is installed or bottom chord LR is spedfied in writng by the BD,bottom chords the TDD only,under TPI 1.A TDD is also a"Structural Delegated Engineering Document". require continuous LR at 10 ft.o.c.spacing,or less,along with DB as specified in BCSI-B1, 8. ProBuild and DrJ Engineering(DrJ)are NOT the Building Designer or Truss System BCSI-83,BCSI-B7 or BCSI-B10 as applicable. c7 s cs-� csa Engineer for any building. 26.Graphical representation of LR members(i.e.,purlins),if shown on the TDD,do not depict $ BOTTOM CHORDS 6 5 7. The design assumptions,loading conditions,load paths,suitability and use of Trusses the size or orientation of the restraint along the top and/or bottom chord and/or web members. for any Building is the responsibility of the Owner,the Owners authorized agent or the 27.The size,connections and anchorage of the permanent continuous truss chord and web JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND Building Designer(BD),in the context of the IRC,the IBC,the local building code and member LR and DB must be designed by others in such a way as to support the imposed load THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. TPI 1. along the clear span of the LR and DB,or as specified in BCSI-B1,BCSI-B3,BCSI-B7 or 8.The approval of the TDD and any field use of the Truss,including handling,storage, BCSI-1310 as applicable. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS installation and bracing,shall be the responsibility of the BD and Contractor(GC). 28.Additional permanent building stability bracing for the truss system(e.g.,diagonal,X- 9. All notes set forth in the TDD and the practices and guidelines of Building Component bracing,etc.)may be required and is to be specified by the BD.DB in accordance with SymbolsSafety Information(BCSI)published by the Truss Plate Institute and the Structural Building BCSI-B3 may be sufficient. Component Association(SBCA)are referenced for general guidance. 29.The SBCs shall be examined upon delivery to the jobsite and also after they are erected 10.Structural submittals(i.e.,shop drawings)shall be reviewed by the BD for compatibility and installed for(a)dislodged or missing connectors;(b)cracked,dislodged or broken PLATE LOCATION AND ORIENTATION with the design of the building or structure,including submittal documents prepared by members;or(c)any other damage that may impair the structural integrity of the SBC.Any others,deferred submittal documents and phased submittal documents.This review shall unreported damage to any SBC during any part of the handling and installation process �4• Center plate on joint unless x,y include a notation indicating that the reviewed documents have been found to be in shall void the ProBuild product warranty. offsets are indicated. general conformance with the design of the building(or to make specific corrections noted 30.During truss installation,never exceed the design loading shown on the TDD and Dimensions are in ft-in-sixteenths. and to return for review).In the absence of this notation,ProBuild will provide its Customer never stack materials on trusses with inadequate LR and DB(see BCSI-64).Never Apply plates to both sides of truss with the design assumptions used per the construction documents(also referred to at times overload any structural elements with stacks of building materials to a level greater and fully embed teeth. as"Structural Engineering Documents"),to design the individual structural building than defined in BCSI-84. components(i.e.,Trusses)per TPI 1. 31.Connections not shown on the TDDs are the responsibility of others. 11.ProBuild and DrJ shall be permitted to rely on the accuracy and completeness of 32.Do not cut or alter a truss member,a truss plate or any related structural element 1/ ,r project contract and construction documents including any specifications that have been member without prior approval of an RDP or TIDE. 0- 16 famished to ProBuild in writing by the BD for the building. 33.Install and load trusses vertically unless otherwise indicated in writing by the BD 12.The BD shall provide information that is sufficiently accurate and reliable to be able to or as specifically defined on the TDD or TPD. design the trusses in the context of the following serviceability issues including,but not limited to: a Allowable vertical,horizontal or other required deflection criteria;(b)An dead individual Sheathing applied in the plane of the truss is not considered in the design of the ( ) y individual truss components(e.g.,a gable-end truss has no composite stiffness analysis For 4 x 2 orientation,local load,live load and in-service creep deflection criteria for floors or flat roofs performed)unless specifically noted. subject to ponding loads,(c)Any floor or roof camber requirements;(d)Any differential 35,Attachment of the Ain able i.e.,hip frames or lay-in gables)to the supportinghi plates f-11s. from outsid deflection critedafrom truss-to-truss or truss-to-adjacent structural member; e)Any deflection pu g ( y g ) P edge of truss. 1 ( trusses satisfies the LR and DB requirements for the top chord of the hip trusses.Refer and vibration criteria for floor trusses including any strongback bridging requirements,and to the TDD for the individual trusses braced in this manner. any dead load,live load,and in-service creep deflection criteria for floor trusses supporting 36.These trusses are designed using MiTek standard engineng analysis methods stone or ceramic file finishes;(f)Moisture,temperature,corrosive chemicals and gases and associated software in accordance with TPI 1 and relatederi proprietary information. expected to result in a wood moisture content exceeding 19 percent,sustained temperatures exceeding 150 degrees F,and/or corrosion potential from wood preservatives or other sources that may be detrimental to Trusses. Each Truss Design Drawing(TDD)uses Metal Connector Plate(MCP)tla values 13.Due to the lateral thrust developed by scissors-type Trusses,if scissors-type Trusses Published by MCP manufacturers.Any referenced connectors use designn values This symbol indicates the required direction Df are part of this design,consideration should be given to bearing wall conditions.Beanng Ppublished by the connector manufacturer or the American Wood Council per the slots in connector plates. walls supporting scissors-type Trusses should be designed in such a manner that the walls National Design Specification INDS)for Wood Construction.The TDD further uses will safely withstand the lateral forces of the Trusses.Consideration of effects the design lumber design values published by the applicable lumber rules-writing agency as 'Plate location details available in MiTek 20120 software or upon req jest. of the bearing and the associated wall or beamRteader assembly is not a part of this set of approved by the American Lumber Standards Committee.These are incorporated TDDs and is not the responsibility of ProBuild or DrJ.Advice from the BD or an RDP into lumber design provisions and equations created by the American Wood Council P ty y and input into modeling and analysis TDD software created and owned by the MCP PLATE SIZE should be secured relative to these items if they are not provided in the construction documents. manufacturers.The lumber design values correspond with the grade stamp identified The first dimension is the plate width measured perpe dicular /� �/ 14.Unless specifically noted in writing otherwise,neither ProBuild nor DrJ have by the TM on the lumber prior to cross cutting.The lumber grading rules published by /� to slots.Second dimension is the length parallel to slot . performed any of the following engineering services as it relates to the building that is the rules-writing agency shall apply to the Owner,BD and GC going to be built:(a)The trusses and any related structural elements are not designed to support any masonry loading conditions,which require special engineering;(b)Areas of The"WARNING" note found on the bottom the construction documents that do not use truss framing need to be designed by others; LATERAL RESTRAINT LOCATION (c)All beam,header and related structural element designs are to be performed by others. of each TDD references this document by Indicated by symbol shown and/or by text in the braci g If any of the previously listed services are required by the Owner,the Owners calling it the "DrJ Reference Sheet section of the output. Use T-,L-,or I-Reinforcementor authorized agent or the BD,please call 608-628-1453 for assistance. proprietay bracing(e.g.eliminator)if indicated. 15.The structural building component(SBC)submittal including the TDDs sealed by a TOE (rev. 11-14) NOTE-LATERAL RESTRAINTS MUST BE BRACED. where required by the legal requirements or the local jurisdiction,a Truss Placement Diagram REFER TO BCSI OR AS SPECIFIED BY THE BUILDING (TPD)if required by the construction documents,and the required permanent individual truss DESIGNER member restraint per the TDDs,the appropriate BCSI B-series summary sheets to facilitate proper truss and structural component lateral restraint(LR)and diagonal bracing(DB),any DrJ Engineering, LLC SBC installation information and any related truss and SBC details shall be supplied to the 6300 Enterprise Lane 13 A GC/Truss Installer. 16.The GC,after reviewing and/or approving the SBC submittal package,shall forward it Madison,WI 53719 to the BD for review. 17.Where required by the project contract or construction documents,including any LLC www.doengineering.org Indicates location where bearings(supports) r. Icons vary but reaction section indicates joint nu ben specifications,a TPD identifying the location of each truss,as assumed by ProBuild based on its review of the project contract documents,will be provided.When the TPD(i.e.,structural where bearings occur. submittals or shop drawings)serves only as a guide for truss installation,it does not require the ©2014 ProBuild-DrJ Engineering,LLC All Rights Reserved seal of any RDP. Reproduction of this document,in any form,is prohibited without written permission from ProBuild-DrJ. __� Naml; ' zT bt 4 , Parcel# �ZZZ 'CA3_Wd CA Z) BLD# Mason County Department of Community Development 1 of 2) Small Parcel Stormwater Management Application/Worksheet (page — Per Mason County Code, Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface . 'Redevelopment means on an already developed site,the creation or addition of impervious surfaces,structural development including construction installation orexpansion of a building or other structure,and/or replacement of impervious surface that is not Part of aroutine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment- 2 Common impervious surfaces include but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, the concrete or asphalt paving,gravel roads packed earthen materials,and oiled,macadam or other surfaces which similarly imp ede natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area * All dimensions in feet Buildin s (U X = �('�, �tZn�.ovta�, Mocl�vz %'VoM� - \ S3� Measurements for buildings are taken at the X = projections (example: perimeter of the farthest p J X = eaves/gutters) X = Drivewa s �.J X j = rj r> X = Length of drive begins at the right of way X = Parkin Areas �j X per definition X = Any paved, gravel or packed area above table X = Patios/Walks X Any paved, gravel or packed area per definition X = above table X = Others X = If the total impervious area of the proposed site X = square feet a X _ development is greater than 2000 sq Small Parcel Stormwater Site Plan is Required Total Impervious Su rea (sum o If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read, acknowledge and sign below. Based Upon the information you have provided a Storinwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I flu: acknowledge that the information pr vided is accurate and employees of Mason County are granted access to the above- describe Top for review and inspecti n as may be required. Owner/Agent/Contractor(circle one)Date: If the p REATER THAN 2000 Square Feet,please read, acknowledge and sign To a Im ervious Surface Area is G `he information provided on page 2 of 2. NamC Parcel# BLD �� V Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a Stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE AQ&tCne relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in th r entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail: P 0 Box 1850, Shelton WA 98584 Physical: 415 N 6th St, Shelton WA 98584 If this development has,or will have, a septic/drainfield system you may need to contact 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. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail: P 0 Box 1666, Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- describ d property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: q c)12A 4- --r Page 2 of 2 :elc� t�s kM i�u`7'' 1910 �.,r�•I� .,� r�' -t•� ,-1,�,—" ! 1'� 1�v.P,d�� �ai4"+n..ye.'-'."""��` ,t r;a t • �o�lPicj du4'1e ?r� , a 1 t L J � �+'rt,a:;a ra•.,p 14*�. r. t. ems' ii�. '. V i j h (� '�� r=�, �z j � 'a,�.OSn tip, q 1 o ♦!R. �� »�.� :5 .x' '4 -�t �s f =rt £f'�r�f� �i�'p jt'�� z \� -t a r'E• � ��� {-• �` � ,ry ({a�,�''^c^�•�,3 { �y ys £ I" f �� � ti �v�..� 3- .•� 1 �jam, i p h �,���'- � .?���s£a"f'sz�--,e��i� .,t_,.Wa:,rt,L,:�r s,''.�u �+ '�1 -. �_ .• _ t`. 1-'r ,s i.t - - '{,_` . d • A t �w w� J+� l�j . L. k nt "`' •r s -�� i SEE""" dy�•i r �"�y�.,+rCj: ("r., A� x; w � h .�°S ,c�.•��,d c t � � R. r .,;. t-',�.;� �,:--�- ,,y �".F_, �r '�,�r r 1 .0 s'r 6 � ?.Q. a r .. `at4'�a�t - ��,♦ \�ti � �.� t t: � MASON COUNTY PERMIT NO. DEPARTMENT OF COMMUNITY DEVELOPMENT ��^� BUILDING•PLANNING•FIRE MARSHAL 1 WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 _ Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352 y� PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext.352 R BUILDING PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:_�'OD _� C1�ti'z'` G) S NAME: \A,i.',N'a \a'J MAILING ADDRESS: . ry A(3 MAILING ADDRESS: \\50(, 1�vv L CITY:\-%% STATE: '•,jt+ zip:W) CTrY:PyYc-\,\.yp STATE: ycN ZIP: PHONE: CELL: PHONEa')'K�kU ' \"�U� CELL: EMAIL: L&I REG# 11 y S, c^ \ EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED):iv-.\ 1 F` ,,V\ SITE ADDRESS CITY DIRECTIONS TO SITE ADDRESS \-r j Y LLB r o ti v T IS PROPERTY WI TH N 200 FT: SALTWATER®- LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND❑ SEASONAL RUNOFF ❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO TYPE OF JOB: NEW [- ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGEETC.) IS USE: PRIMARY❑ SEASONAL& NUMBER OF BEDROOMS U NUMBER OF BATHROOMS 2- DESCRIBE SQUARE FOOTAGE: 1ST FLOOR Z 1\V`k sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.fL COVERED DECK L sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. ATTACHED ❑ DETACHED ❑ CARPORT sq.fL ATTACHED ❑ DETACHED ❑ NLANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or-��gg revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representabvepub, c-* the n Ff i y� declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all ecessa D parties, including any easement holder or parties of interest regarding this project The owner or authorized agej[ r sett t the information provided is accurate and grants employees of Mason County access to the above described properfy aNdn}Lt� for review and inspection.This permit/application becomes null&void if work or authorized construction is nog�gg nced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK% Mi a VR S 7. INSPE ON CT]V[ 'OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. Signature of Applicant Date X OWNER/ REPRESENTATIVE/CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT ­7((-1 (l f FIRE MARSHAL soN cop MASON COUNTY PERMIT NO. DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352 �sssk PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352 PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: JRobe_c aYti CInP-. J J) . .•15 NAME:j4iLt ,yam e MAILING ADDRESS: 3io 39 S� ��a MAILING ADDRESS:)13o, -(n�,A- o CITY: t i-i(I S1aU ro STATE: O Q ZIP: -J 12 CIT j ,,, STATE.1_Se, ZIP: '% `)3 PHONE:rjp�,-f,�g-! 11 CELL: r00,-708-Sr2 act PH0 , 1 I y g CELL: EMAIL:_ 1n. CGm EMAIL L&I REG# SCE, 7Gj-01 EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): 12.22I - L+3-CQ0 4C5 LEGAL DES CRIPTION(ABBRE VIA TED): 1 R y of7 G .L,H $'TAX 5(0-P,-1' SW St SITEADDRESS: g2FS© l= Stzxte Rc_-ut-e. 3D` - CITY: '1_�)-eA+cc ty- DIRECTIONS TO SITE ADDRESS: _. ,-c>n Co 5oot-h on I};Z 3; Le--f+ on Groff i-Pa L,-_f f On ViW 30cL ; Go er llictoy-�;re st'n, �' house: on rial,t TYPE OF JOB NEW %;,�ADD ALT REPAIR OTHER USE OF BUILDING 5�5o r1 cA LOCATION OF FIXTURES/UNITS— 1ST FLOOR_ 2ND FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPG Natural Gas Heat Pump Toilets -' 2 Type of Unit No.of Units Fees Bathroom Sink Furnace 101 Bath Tubs ) Heatpump Showers ` 14 I Spot Vent Fan .210 Water Heater I Propane Tank 0 Clothes Washer 1 Gas Outlets '0' — Kitchen Sinks l Wood/Gas/Pellet Stove P� Dishwasher i Kitchen Exhaust Hood 1 Hosebibs Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL 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 PEJRMU APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. V ➢ i ture of Applicant Date x O i5 Ck\ DO,V'1.5 wner/ wners Re rese`h�a i� /C�S rS T. (j Print Name (indicate which one) b`EPARTMENTAL REVIEW 10MbWD FAME ®.&Wb UASTE kX_G fliF01 'iC�flfflffifij, @ BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL �g � ABBREVIATED EROSION CONTROL PLAN: T.E.S.C. / ABBREVIATED PLAN FOR BOB & CHERI DAVIS MAY 2 8 2014 426 W. CEDAR ST. AS PER COUNTY ROAD STANDARDS, CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. STANDARD EROSION CONTROL NOTES TOPSOIL STOCKPILING IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT 1. Stockpiles shall be stabilized(with plasticIN covering or other approved ONO RUNOFF DRAMS OFF THE PAD, 1. On-site erosion control measures shall be me responsibility of the developer.Any problems device)daily between November 1 .0o P occurring before final acceptance of the storm system by the Municipality shall be corected by and March 31. E0 5 the In cas fit and/or on or Contractor. 2. In an season,sediment feachl from stock CB AY t In case erosion or sedimentation occurs to adjacent property,all construction work within y ^9 Wes must be prevented. the deveio 3. Topsoil shall not be placed while in a frozen or muddy condition,when R = 25' MIN. pmenI that will aggravate the situation must cease and the Appncant/Contractor shah the subgrade Is excessively wet, Immediately commence restoration or mitigation measures.Restoration activity shall continue or when conditions exist that may otherwise be detrimental to proper V CL SE LTIN until such time as the problem Is rectified. radio or �V'• I MI erosion and sedimentation control devices shown on ibis drawing shall be Installed prior grading proposed sodding or to a as me first stage of she preparation. saeakhg' fy tzncNon.com 4. Should me temp"'Y erosion and sedimentation-"measures as shown on this m4. Previously rdkbio the grades on the areas to be topsoned shall be A according to the 400172nd St E. drawing not prove adequate to contra erosion and sedimentation.the Appncent/Contmctor Shan approved plan Tacoma,WA 98443 Install additional facilities as necessary to protect adjacent properties.SensMve areas,natural .! water courses,and/a slam drainage systems. INSTALL DRIVEWAY CULVERT IF THER 5. In any area which has been stripped of vegetation or experienced land disturbing activities MULCHING IS A ROADSIDE DITCH PRESENT, AS and where no further work is antid bated for a period exceeding the listed criteria,all disturbed 1. Mulch materials used shall be wood fiber cellulose,and Shan be applied PER COUNTY ROAD STANDARDS phone N1:253-380-2357 areas must be Immediately slablilzed With mulching,grass planting,or other approved erosion at the rate of 1500 Ina per acre. 4'-8�QUARRY SPALLS control treatment applicants to the flme of year In question.Grass seeding alahe will be 2. Mulches shall be applied In all areas with exposed slopes greater than MAY BE TOPORESSED WITH i'-3" acceptable only during the months of April through September,Inclusive.Seeding may proceed, 2:1 � � however,whenever it Is In the Interest of the Applicant/Conaador,but must be augmented with 3. Mulching shall be used immediately after seeding or In areas which mulching,netting,or other treatment cannot be seeded because of the season. Jx� NOTICE: 6.Criteria for exposure of disturbed surfaces from County Stormwaler 4. All areas needing mulch shall be covered by November 1. 1� a The eYfttsn drrlsnelode Management Manuel shall be listed here by the engineer, 12'MIN.THICIMESS The project engineer a project surveyor will be responsible for field locating the clearing SEEDING an this plan�� limits and establishing those boundaries with bright colored flagging.The contractor shall dear to PROVIDE FULL WIDTH OF any Boded measurements. the limits as established on this plan and as flagged in the field. 1, Seed mixture shall be red fescue,and shall be applied at the rate of 25 Ibs INGRESS/EGRESS AREA , This 7. The County shall be responsible for the inspection and acceptance of all clearing and per acre. Is not d survey. grading work and erosion and sedimentation control facilities.The Applicant and/or Contractor 2. Seed beds planted between May 1 and October 31 will require Irrigation For burg Purposes only.shall notify in County forty-eight hours In advance of each required erosion and sediment control and other maintenance as necessary to foster and prated the root structure. O inspection. 3. For seed beds planted between October 31 and April 30,armoring of the COPSTRUICIM ENTRANCE ROCK t°AD 1 Inspection No.1 - Installation of erosion control faclXlles/pdor to clearing. seed bed will be necessary,(e.g.,geotextnes,jute mat,dear plastic covering). VICINITY ITY MAP Inspection No.2 Completion of clearing. 4. Before seeding,Install needed surface runoff control measures such as N.T.S.Inspection No.3 - Upon completion of excavation,M",and earthwork. gradient terraces,Interceptor dikes, ales,level spreaders and sediment Inspection No.4 - Completon of project. baslm, Inspection No.5 -As needed to determine compliance with approved plans and/or 5. The seedbed shall be firm with a fairly floe surface,following surface FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS speciflcatlons. (Does not require advance notice.) roughening.Perform all operations across a at right angles to the slope. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC S. All work associated with stabilizing the disturbed areas shall be In accordance with the 6. Fertilizers are to be used according to suppliers recommendations. TO WIRE WIRE MESH SUPPORT FENCE i Pierce County Stortnwater Management Manual, Amounts used should be minimized,especially adjacent to water bodies and or PROPOSED REPLACEMENT FOR FILTER FABRIC Protect Info 9. All necessary facHltles shall be maintained on site to prevent debris,dust,and mud from "fiends. HOME accumulating on the public right-of-way. H' C" 1 r O Y� Robert& TYPICAL SOIL AMENDMENT GUIDE FOR SINGLE FAMILY CONSTRUCTION el . ;;-a BURY BOTTOM CtTe[y DavisD CROON SURFACE OF FILTER SILT FENCE OPTION I-AMEND EXISTING SOILS IN PLACE 3 hi6 ; BPx12" TRENCH SR-302 1. Filter fabric shall be purchased In a continuous roll and cut to the length of LANDSCAPED AREAS: SeHair,WA�28 the bark'to avoid use of joints.When joints are necessary,Per cloth Shall be it SCARIFY OR TILL EXISTING SUBGHADE 4-6 INCHES.(DO NOT SCARIFY OR TILL Spliced together oMy at a Support post,with a minimum 64nch ovedep,and WITHIN DRIP LINE OF EXISTING TREES TO BE RETAINED). r e' MAX, 12221-43-00040 Securely fasfenetl el both end8lo posts. 2)PLACE AND RO70TILL 31NCHES OF COMPOSTED MATERIAL(,0%OIRGMBC 2. Posts shall be spaced a maximum of 6 feet apart and driven securely Into the CONTENT)INTO 51NCHES OF SOIL FOR A FINISHED DEPTH OF 12 INCHES("INCH ground(minimum M 30 inches). SCARIFICATION.8 INCHES COMPOST/SOIL-t21NCMES)DF UN-COMPACTED SOIL. ORTHO MAP `2"x2"WOOD POSTS. STANDARD OR BETTER O 3. A trench shall be excavated approximately 6 Inches wide and 12 Inches deep RAKE AND REMOVE ROCKS LARGER THAN 2 INCHES IN DIAMETER AND MULCH AREAS along the line of posts and pslope from the barrier.This tench shall be backfnled WITH 2INCHES OF ORGANIC MULCH. OR EQUIVALENT SPO-372 wnh washed'reve1. 4. When standard strength filter fabric Is used,a wire mesh support fence snail AWN AREAS: WIRE MESH SUPPORT FENCE be fastened securely to the upsiope side of the posts using heavy-duty wire i)SCARIFY OR TILL EXISTING SUBGRADE+B INCHES.(DO NOT SCARIFY OR TILL (TO BE LOCATED ON THE staples at least i Inch b tic wires or WITHIN DRIP LINE OF EXISTING TREES TO BE RETAINED). DWNHILL SIDE OF THE fig, hog dogs.The wire shall extend Into the 5/14/2014 PROJECT DESCRIPTION• FILTER FABRIC) trench a minimum of 4Inches and shall nor extend more than 241nches above the 2)PLACE AND ROTOTILL 21NCHES OF COMPOSTED MATERIAL(5%ORGANIC FILTER FABRIC original ground suriaCe. CONTENT)INTO 8 INC HES OF SOIL FOR A FINISHED DEPTH OF 12 INCHES OF MATERIAL o Lot Slit-239,5811sf.-5S air. 5. The standard strength finer fabric Shall be stapled or wired to the fence,and UN-COMPACTED SOIL.WATER OR ROLL TO COMPACT SOIL 85%OF MAXIMUM.RAKE / ious SM es: 20 Inches of the fabric shall be extended Into 9,e trench.The fabric Shan not TO LEVEL,REMOVE SURFACE WOODY DEBRIS AND ROCKS LARGER THAN 1 INCH IN �` extend more than 24 Inches above the original ground surface.Filter fabric shall DIAMETER in not be stapled to existing Imes. ^, �7 ,,, •id Ir=- OPTION 2-IMPORT TOPSOIL MEETING ORGANIC CONTENT STANDARDS Construct 4 bedroom single family replacement home. PROVIDE WA55Hf GRPVEL�� 8. When extra•Strengfh finer fabric and closer post spacing k used,the wire r1 BACKFILL, 3/4 _ 3 IN Ex.Outbuilding 2D0 of. mesh support fence may be eliminated.In such a case,the finer fabric Is stapled LANDSCAPE AFMAS: (2,188 sf.w/156 sf.covered porch).Project site is currently TRENCH ANOD ON BOTH SIDES 4IN l' OF FILTER FENCE FABRIC ON FIE '_till sf. 7.wired erectly tf the posts with all other provisions of above notes applying. N SCARIFY OR TILL EXISTING SV DRIP LINE F TWO EXISTING TREES ES 70 a INCH DEPTH.(00 mostly mowed ass and vegetation areas.Proposed home THE SURFACE / 7. Filter fabric fences shall not be removed before the upsbpe area has been NOT SCARIFY OR TILL WITHIN DRIP ONE OF EXISTING TREES TO Be RETAINED). 1 O' g + BURY BOTT M F FILTER) Ex.Drive 1,8g6of. permanently stabilized. shall control storm water by collection at roof drains directed MATERIAL IN 8 X12 TRENCH e. Filter fabric fences shall be inspected Immediate) after each rainfall and at 21 USE IMPORTED TOP SOIL MIX CONTAINING ill%ORGANIC MATTER(TVPICAI-LY 'p Q 2"x2"x5' WOOD POSTS. P� y AROUND 40%COMPOST).SOIL PORTION MUST BE SAND OR SANDY LOAM.PLACE 3 STANDARD EaUIRVA ENTBETTER Ex.Total- 3,833 BE. least daily during prolonged reinlall.Arty required repairs shall be made INCHES OF IMPORTED TOP SOIL MIX ON SURFACE AND TILL 2114CHES OF SANDY SOIL by 6"PVC tight line to 41x6t dispersion pad Immediately. PLACE ADDITIONAL 31NCHES OF IMPORTED TOPSOIL MIX ON THE SURFACE RAKE 9. Slit fences will be Installed parallel to any slope conto im. SMOOTH AND REMOVE SURFACE ROCKS OVER 2 INCHES IN DIAMETER MULCH 10 Contributing length to fence win not be greater than 100 feet. LANDSCAPE BEDS WITH 2 INCHES OF ORGANIC MULCH. FL18A FABF>IC t DETAL O Prop.SFA- Z,lria Bf. 11, Do not stall below an outlet pipe or weir. N.T,c, Pro .Porch 156 BE12. Installdownabce of exposed areas. LAWN AREAS: P 13. Do not drive over or 11 over slit fences. 1)SCARIFY OR TILL EXISTING SUBGRAOE IN TWO DIRECTIONS TO 6INCH DEPTH.(DO NOT SCARIFY OR TILL WITHIN DRIP LINE OF EXISTING TREES TO BE RETAINED). EROSION CONTROL CONSTUCTION SEQUENCE: Prop.Drive- 464 sf. PLASTIC COVERING AROSE ID PORTCOMPOED SOS IL PORTTA CONTAINING 5%ORGANIC MATTER NDYL LOAM. AROUND 25%COMPOST).SOIL PORTION MUST BE SAND OR SANDY LOAM.PLACE 3 1.Utility locate;ONE CALL 1-800-424-5555 12.Cover all areas that win remain unwonted for more than 7 days during Prop.Total- 4,904 sf. INCHES OF IMPORTED TOP SOIL MIX ON SURFACE AND TILL 2 INCHES OF SANDY SOIL the d season and 2 dot during the wet season with straw, WATER OR ROLL TO COMPACT SOIL 85%OF MAXIMUM,RAKE TO LEVEL,REMOVE 2.Pre-construction meeting with County. dry g )mp,imio,Co[Mrrtgf- 2.1" 1. Plastic sheeting shall have a minimum thickness of 6 mlls and Shan meet SURFACE WOODY DEBRIS AND ROCKS LARGER THAN 1 INCH IN DIAMETER wood fiber mulch,plastic sheeting or equivalent. the requirements of the STATE STANDARD SPECIFICATIONS Section 3.Post sign with name and number of ESC supervisor.(if needed) 9.14.5. 2. Covering shall be installed and maintained lightly In place by using 4.Grade and install construction entrance(s). 13.Stabilize all areas that make final grade Within seven days. sandbags or tree on ropes with a maximum 10.foot grid spacing In all Call llefore Ya dig directions.MI seams shall be taped a weighted down lull length and tf>are 1{800)+2a-ssss 5.Install catch basin protection(if required) 14.Seed or Sod any areas that will remain unworked for more than 30 days At least 48 hoer:for shall be West a 12 Inch overlap of all seems, d loc 6.Install perimeter protection.Slit fence Or brush barrier act, 15.Upon completion of the project,all disturbed areas must be stabilized 3. Clear plastic covering shall be Installed immediately on areas seeded re and BMP's removed ti appropriate. between November 1 and March 31 and maln until vegetation Is f�rmty 7.Inspection of Erosion Control measures,Silt fence ext. established. TABLE OF CONTENTS: 8.Construct surface water controls,during clearing and Grubbing operations: 4. Whennthe covering is used on un-seeded slopes,it Shan be kept in place until the next Seeding period. 9.Excavation and fill to subgrade:(CUT AND FILL) 5. Plastic covering sheets shall be buried two feet at the top of slopes In order to prevent surface water flow beneath sheets. S-1. ABBREVIATED/SITE PLAN(P=40') 10.Maintain erosion control measures per County standards and manufacturers specs. 6. Proper maintenance Includes regular checks for rips and dislodged ends. 11.AS site conditions may Change,relocate erosion control measures to maintain that erosion&sediment controll N-1. NOTES PAGE nQ N-1 is always in accordance With ESC standards. 0.1. DE7A0.5 PAGE BAY N-1. EROSION CONTROL / ABBREVIATED / SITE PLAN nut 10 5Cd U DRAINAGE PLAN DETAILS: ABBREVIATED / SITE PLAN FOR REPLACEMENT HOME RECEIVED 426 W. CEDAR ST CBAY MIN, CONSULTING tOwidmocbayconstructim.� 4001 72nd St.E. ENERGY DISSIPATER 50' MAX ---- Tacoma,WA 98443 ph—253-3804357 i i -- RGff DRAM OVERFLOW �At _ SOIL ANCHOR (TYP.) SEDIMENT CONTROL STRUCTURE �n PROFILE (NTS) NOTICE: llwt wRt�d6rrhw 4' HDPE BUTT FUSED asIk 0-`�� ANCHORED TO SURFACE any SWW n�nta This b riot a•wlt 1' DIRE MIN STEEL ROD (STRAP) CLAMPED Far bAd4 prpoae�ad% SA' NIN SECURELY TO PIPE. CUBE STAINLESS OR GALVANIZED COATING). CB SIRP V/SOLID LID a aro �rr�n _ �— arst 6' MAX ••LLI� ,l, _� 12' MIN CONCRETE FOOTING KEYED INTO •• UrO.ICCt Inic UNDISTURBED SOIL AS SHOWN, '�--- —2X PIPE DIAMETER CWner Robert & Ol PIPE ANCHOR DETAIL Chery Davis (Ni5) PLAN VIEW 4280 E SRso2 (NTS) REVISED 6/15/05 Selfair WA 98528 10' MIN. arCe MIN, 12221-43-00040 PROFILE 6' PERFORATED PIPE O (NTS) CAPPED AT ENDS SPO-372 PROPERTY 6' 2' BOUNDARY 4' - 6' PIPE HOUSE 5/14/2014 5' Q SLOPE 1 % MIN. 6' PERFORATED PIPE r MIN. '® Lot S ze-239 580 sf.-5.5 ac. CAPPED AT ENDS y� :r —DOWNSPOUT, SEE y a �.B NOTE 6' PIPE Ex.Outbuilding- 200 sf. 6, SLOPE 1 % MIN. ENERGY DISAPATER SUMP Ex.Drive- 1,896 sf. ENERGY DISAPATER 24' DEEP/4' SPALLS STRUCTURE Ex.Total- 3,833 sf. 4' SPALLS Z4' - 6' PIPE COLLAR WITH ZIP TIES SLOPE 1 % MIN. Prop.SFR- 2,188 sf. Prop.Porch- 156sf. STORM DETAIL O2 ROOF ENERGY DISSIPATER SYSTEM Prop.Dri 464sf. N TS Prop.Total- 4,904 sf. Impervious Coverage- 2.1 D-1 BAY Page 3.of 3. DISPERSAL PAD & TIGHTLINE CONSTRUCTION DETAILS notto e M , ( ROBERT & CHERYL DAVIS PARCEL INFORMATION: ABBREVIATED/SITE PLAN FOR PROPOSED REPLACEMENT HOME I a LEGAL DESCRIPTION: matron County Dept.Health S'Vioes TRACT 4 OF G.L.4&TAX 56-B-1* APPROVED &SW SE �. 100% G LOT SIZE: 5.5 Acres CBA Y owe -- ZONING: CONSULTING VICINITY MAP sheldonacba constructimxom Residential/ 4001 72nd St.E. Mason County Tacoma,WA 98443 phone 253-3W2357 d ' .a , PROPOSED HOME l ;-A ORTHO TO REPLACE EXISTING NEI HBORING w tm�d(p n1e ou"Im HO E a\ /� an the plm wywoeds PROJECT DESCRIPTION: a any M@0Nff m^ta LOGGED BEACH LINE Construct 4 bedroom :•G N 7apFor�n�p mp-� single family replacement APPROX.WATER LINE\ COMMON LINE TEMP POLE J a 1 home.(2,188 sf.w/156 sf. 1 EX.SHED �: EX.SEWER FORCE covered porch).Project site is I Ir, MAIN LINE a currently mostly mowed � , _ I / 1� 16 tcp: .�0 2 i I 09 ST. --------------------- -- _grass and vegetation areas. O:pO+_ �-- - -—R - _ \ z`'� \ 10 t TEMP. ON ad. ENTRANCE Proposed home shall control S - v \ Urciect Info storm water by collection at 1 I I 23' , \ O- Robert & roof drains directed by 6" I / EXISTING DRIVE e PVC tight line to 4'x6' ; (� I:I i EX.FENCV - 1 1 ' \ a \ Chery Davis TO BE PAVED 1 dispersion pad e I i I I 32 , B \ 4280 E.SR-302 ! EX.GRINDER PUMP I I N \ \ X. a. a \ Belfa r WA 98528 lTl ' I TO BE RELOCATED I - \ e ir ,►1 o TO THE FRONT OF THE HOME AND SLEEVED/ - 1 \ \ 12221 43-00040 1 to t W/-SCHEDULE 40 PIPE x 11 \ \ O It UNDER THE DRIVEWAY / u I d, a, a . DO '�'� , �11 �� �' i 0 N � I o \ . . a. 1 SPO-372 � I a SEDIMENT CONTROL 6 6' 1- 11 �\ , \ a 5/14/2014 STRUCTLITRE IE=15.00 1 i - -I 1 N + Lot Size- 239,580 sf. - 5.5 ac. A o 44 Impervious surfaces: I 1 I I 1 KEY/LEGEND: , t- _ _ _ sf _f d 1 Ex.Outbuilding= 200 sf. ® PROPERTY CORNER Y� 4'x6'DISPERSAL/ I � �� 240.00'+- ""�' -" - L_ - ulr. ---EASEMENT LINE DISCHARGE PAD AT ! \ \ I I I F I , --- CONTOURS TIGHT LINE OUTLET 1 PROPOSED HOME I I 1 1 a '" a• . / Ex.Drive= 1,896 sf. EX.WELL d / Ex.Total= 3,833 sf. PROPERTY BOUNDARY 1 \ EX.TREES 1 / - EXISTING STRUCTURE 76 LF OF 6"PVC EX.MOBILE TO CONVEYANCE LINE BE REMOVED EX.SEWER MAIN 1 / Prop.SFR= 2,188 sf. PROPOSED HOME 28'x52' NEIGHBORING --- I TOME / Prop.Porch= 156 sf. SURFACE FLOW SILT FENCE& / ® EXISTING PAVEMENT LIMIT OF CLEARING / Prop.Drive= 464 sf. —,f— SILT FENCE \ � Prop.Total= 4,904 sf. CLEARING LIMIT \ 100'WELL RADIUS // Impervious Coverage— 2.1% —x—EXISTING FENCE DO POUTS T 6"PVC TIGGHTTLINE \ �— PAPDDISERSL A — — / CONST.ENTRANCE Jeau betore r�dig 40 0 40 80 1-(0At 0)424-5555 .ndg t 4 nd 1—n, SITE PLAN sp— urder nd Ioc4Ms Scale: 1 = 40 feet ROBERT & CHERYL DAVIS PARCEL INFORMATION: �S ABBREVIATED/SITE PLAN FOR PROPOSED REPLACEMENT HOME LEGAL DESCRIPTION: TRACT 4 OF G.L.4&TAX 56-B-1* &SW SE RECEIVED CBAY LOT SIZE: 5.5 Acres " MAY 2 8 2014 I",T ¢� ACONSULTING VICINITY MAP ZONING: sheldon@tba tonstrucYiorttom PLANNING 426 W. CEDAR S T. Residential/ MAY 2 8 2014 4001 72nd St.E. Mason CouptY426 W. C Q Tacoma,WA 98443 E,. A� D h'F' 3s°-z357 PLANNING. MASON COUNTY CD PLANNING SITE PLAN REQUIRE TO BE ON SITE ALL SETBACKS ARE MEASURED CHANGES SUBJEC TO APPROVAL PROPOSED HOME 1 ORTHO FROM THE FURTHEST , � BY ate 2 / TO REPLACE EXISTING : PROJECTION OF THE BUILDING HO E BORING U� 1n..ntt.1an this pl�m vvwcWo ate. PROJECT DESCRIPTION: W my�d mswx mmta LOGGED BEACH LINE a ,N Topo�a Is to not as qS Construct 4 bedroom COMMON LINE � 4' For�e v�v�arx single family replacement APPROX.WATER LINE\ TEMP —J home.(2,188 sf.w/156 sf. ~I EX.SHED EX.SEWER FORCE POLE _ _ _ a .t covered porch).Project site is 1 j�, MAIN LINE , a currently mostly mowed 1 / j�� T\ TEMP.CONS grass and vegetation areas. , _ x x .'� ?6 .'1 a°d. ENTRANCE 1 t _�- --�-- � -_�_x _ _ —�� a proiect Info Proposed home shall control i 1 sf, s \ storm water by collection at I caner roof drains directed by 6" 1 ! 1 �`�� EXISTING DRIVE ° \ Robert & PVC tight line to 4'x6' � ! 1 EX.FENCE � 1 �1, . ° Chery Davis gh , (� i 1 N TO BE PAVED Address dispersion pad 1 32' 1 $ 1 4280 E.SR-302 1 EX.GRINDER PUMP 1 N \ 11 X. E Belfair,WA 98528 1 1 1 TO BE RELOCATED i 1 ° ° ° \ arce > 10 1 TO THE FRONT OF / C7 1 1 t THE HOME AND SLAVED/ 1 1 � 12221 43-00040 10 Wf_SCHEDULE 40 PIPE 1 1 1, i+ 1 UNDER THE DRIVEWAY 1 + 11 N 1 0 \ SPO-372 li ' . . Q 1 a 1 p SELar� y 6' 1 1 ° '. 5/14/2014 1 1 STRUC IE=15.00 1 1 °. (1 p 1 I Lot Size- 239,580 sf. - 5.5 ac. 1 111 \ 1 1 1 I Impervious surfaces: — --� A s Ex.Mobile= 1,537 sf. -- - KEY/LEGEND: /------------- =t--�_ ------ PROPERTY CORNER 1 — —_ sf 1=f �— e , Ex.Outbuilding= 200 sf. ® `/ 4'x6'DISPERSAL/ 1 1 240.00'+- 1 EASEMENT LINE DISCHARGE PAD AT 1 \ EX.WELL 1 i 1 '. Ex.n��l = 20o sf. --- CONTOURS TIGHT LINE OUTLET 1 PROPOSED HOME 1 1 1 1 d r c °. . Ex.Drive= 1,896 sf. 1 \ 1 d / Ex.Total= 3,833 sf. PROPERTY BOUNDARY EX.TREES ^. , - EXISTING STRUCTURE 76 LF OF 6"PVC EX.MOBILE TO PROPOSED HOME CONVEYANCE LINE BE REMOVED EX.SEWER MAIN / Prop.SFR= 2,188 sf. 8 \ NEIGHBORING HOME. / Prop.Porch= 156 sf. SURFACE FLOW SILT FENCE& / EXISTING PAVEMENT LIMIT OF CLEARING Prop.Drive= 464 sf. —'— SILT FENCE \ Prop.Total= 4,904 sf. CLEARING LIMIT \ 100'WELL RADIUS impervious Covera a 2.1 / / P % _ —x—EXISTING FENCE \ ` / 6 PVCC TIGOH�IIVfi / �—TGHTLI DISPERSAL PAD CONST.ENTRANCE y g 4245555 40 0 40 80 1 At least 48 hours for „ SITE PLAN lunderg—d locabs Scale: 1 = 40 feet