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BLD2009-00686 SFR - BLD Permit / Conditions - 11/5/2010
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 186 Shelton, WA 98584 ;4 - _ RESIDENTIAL BUILDING PERMIT BLD2009-00686 OWNER: VIRGIL ELKINTON RECEIVED: 8/11/2009 CONTRACTOR: LICENSE: EXP: ISSUED: 5/20/2010 SITE ADDRESS: 100 NE BEAR CREEK DEWATTO RD BELFAIR EXPIRES: 11/20/2010 PARCEL NUMBER: 123094260000 LEGAL DESCRIPTION: TR 1 N1/2 SE & SE NE EX TR 1-A& R/W PROJECT DESCRIPTION: DIRECTIONS TO SITE: RESIDENCE BEAR CREEK AREA OLD BELFAIR JWU ;EFT PM BEARCREEK DEWATTO General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: 3 Occ. Group: R3U Lot Size: Deck: Type of Work: NEW Fire Dist.: 2 No. of Stories: 2 Occ. Load: Building:1,936 Garage-Attached 440 Valuation: Building Height: 6 Occ. Status: Primary Basement: cov porch 48 Manufactured Home Information Setback Information Shoreline& Planning Information Make. Length: 0 Ft. Front: W 160.0 Ft. Shoreline: Ft. Water Body: BEAR CREEK Rear: E 475.0 Ft. Slope: Ft. SEPA?: No Model: Width: 0 Ft. Side 1: N 12.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: S 245.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type City. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Mobile Home Submittal Fee TW 8/11/2009 $264,25 S12009000 Hosebibs 1 Ventilation Fan 4 EH Plan Review TW 8/11/2009 $103.00 si2oog000 Kitchen Sink 1 Dryer Vent 1 Water Adequacy Plan Review TW 8/11/2009 $41.00 S12009000 Lavatories 3 Planning Review Fee TW 8/11/2009 $205.00 S12009000 Water Closets (Toilets) 3 Plan Check Fee GMM 4/6/2010 $1.009.94 s_i2oi0000 Water Heaters 1 Planning Dept. Permit GMM 4/6/2010 $60.00 S1261o000 Bath Tubs 2 Building State Fee KS 5/14/2010 $4.50 S12010000 Clothes Washer 1 Building Permit Fee KS 5/14/2010 $1,609.75 S12010000 Mechanical Permit Fee KS 5/14/2010 $58.20 S12010000 Mechanical Base Fee KS 5/14/2010 $28.50 S12o10000 Plumbing Base Fee KS 5/14/2010 $24.70 S12010o00 ADJUST--Plan Check Fee KS 5/14/2010 $36.40 S12010o00 Plumbing Permit Fee PIB 5/20/2010 $37.95 S1201boob Total $3,483.19 BLD2009-00686 Please referto the following pages for conditions of this permit. 1 of 5 CASE NOTES FOR BLD2009-00686 CONDITIONS FOR BLD2009-W686 1) 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. _�z 2) Owner/Agent is r sponsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 3) 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 Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation X 4) 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. X 2 / 5) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection ilt fencing or straw matting). X 6) EXISTING HOUSE WILL BE CONVERTED TO A SHOP WITH A BATHROOM. X (> 7) 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 shal�ade prior to requesting additional inspections. X BLD2009-00686 Please referto the following pages for conditions of this permit. 2 of 5 8) All building permits shall have a final inspection performed and approved by the 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,q�dj ances and building regulations. X / -T. 9) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and /or land modifications (grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall remain attached to the approved building plans. X 10) 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 Ian"to ensure these structures are shown and meet the setback conditions listed. X W 11) 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. ) _6J 12) 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). X�,/ 13) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. A. Drainfield/Reserve requires a 10ft setback from all footing/foundations. B. Septic tank(s) requires 5ft setback from all footing/foundations. X. No foundat.tOn drains within 30ft, down gradient of drainfield/reserve area. 14) 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 for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit (older have prey nted action from being taken. No more than one extension may be granted. 15) 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 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 anoroved documents will result in failure of required building inspections. X ;� ,T BLD2009-00686 Please referto the following pages for conditions of this permit. 3 of 5 16) 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_pligr to any further inspections being performed or approvals granted. X � 17) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors,. flashing. Install metal connectors approved for contact with the new types of pressure treated material. X N 18) Owner/applicant must obtain a seperate permit for t4e,placement of any size propane tank serving a fixed appliance within a dwelling structure or unit prior to the placement of the tank. X 19) All property lines shall be clearly identified at the time of foundation inspection. X 20) 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. X y5y 21) Retaining walls needed to support a surcharge such a structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X � 22) Approved per dimensions and setbacks of new home located within the footprint of the existing old structure on submitted site plan dated April XX, 2010. Setbacks arq-measured from the furthest projection of the structure. X 23) 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 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 Depart ent prior to any further inspections being performed or approvals granted. X 24) An inspection performed by a representative of the geologist, their authorized representative shall be completed on-site prior to the footing pour to verify that earthwork and foundation installation activities comply with the Geotechnical assessment recommendations. Reports shall be submitted to the Mason County Building Dept., PO Box 186, Shelton, WA 98584, prior to the footing and final inspections and available for inspection. X � 25) Temporary erosion control measures must be implemented to prevent water quality de�dation of adjacent waters or properties. Silt fencing must be installed and maintained until upland vegetation has become established. X BLD2009-00686 Please referto the following pages for conditions of this permit. 4 of 5 26) The Mason County Building Department shall require written verification prepared by a Washington State licensed design professional that the location of the dwelling is not within the flood hazard zone. The written verification shall include an approved site map designating the flood hazard area and the location of the proposed dwelling. The written document, signed and stamped by the design professional, must be submitted to the Mason County Building Department prior to the footing inspection and available on-site for inspection. If it is determined that the proposed structure is located within a flood hazard area compliance to the 2006 International Residential Code, Section R324 shall be required. X X � This permit becomes null and void if work orconstruction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and stpkcture for revi w nd inspection. OWNER OR AGENT: DATE: BLD2009-00686 Please referto the following pages for conditionsofthis permit. 5 of 5 Request To Revise An Approved Plan Permit Number: BLD200 (4k�� Name f ort Parcel Number a 'r)orfo Phone Number dAytime Project Address F k Wailing Address 2 �, Swvin�,4—ke ease provid omplete, lillffed description the proposed revi Oons to the approve d p Are two sets of the revised plans or addendum indicating the changes included? Yes ❑ No Are the approved site plans included? Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? Yes ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? Yes ❑ No If Yes, Has the engineer or architect approved this revision? Yes ❑ No Is a stamped and signed approval included with this request? Yes ❑ No (Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record Does the proposed revision modify the footprint or location of the structure? Yes ❑ No If Yes, Is a revised site plan, with all new setback dimensions included wit this request? Yes ❑ No Additional Information: y� Applicant's signature 'r Date: ��� Office Use Only Received by: Date Sent Assigned To Approved By Date B Original Valuation: $ Additional Valuation: $ Sq.Ft. x$ $ Sq. Ft. x$ $ _ ❑ E.H. Total New Valuation $ Additional Fees: P W. Additional Planning Dept. $ Additional Plan Review $_ Additional Conditions/Comments: Additional Building Permit $ Additional Plumbing $ — Additional Mechanical $ _ Additional E.H. Dept. $_. Other $ Total Amount Due: $ Amount To Be Paid Up-Front$ . Request To Revise An Approved Plan Permit Number: BLD200 - ( (, Name r . Cjdl Parcel Number r)q - _ f)CVD Phone Number dAytime ( 0 IS— Project Address I �Vlailing Address 7y/� ,, 5,,,,,,,,, - - ;IG Please provide a complete, detailed description of the proposed revisions to the ap Toped plans: 1 o Are two sets of the revised plans or addendum indicating the changes included? Yes ❑ No Are the approved site plans included? Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? Yes ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? Yes ❑ No If Yes, Has the engineer or architect approved this revision? -'b1Yes ❑ No Is a stamped and signed approval included with this request? Yes ❑ No (Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.) Does the proposed revision modify the footprint or location of the structure? Yes ❑ No If Yes, Is a revised site plan, with all new setback dimensions included wit this request? Yes ❑ No Additional Information: fAJ I r Applicant's signature" Date: Al Office Use Only Received by: Date Sent Assigned To Approved By Date B. Original Valuation: $ Additional Valuation: $ ❑ P. E1 - Sq. Ft. x$ $ rSq. Ft. x$ $ E.H. 4/U NJ9- W Total New Valuation $ Additional Fees: ❑ P.W. Additional Planning Dept. $ _ Additional Plan Review $ Additional Conditions / om n s: Additional Building Permit $ Additional Plumbing $ _ Additional Mechanical $ _ Additional E.H. Dept. $ Other $ L L. ^,vvo_ Total Amount Due: $ _ �/ �✓ Amount To Be Paid Up-Front$ . pt W CONCRETE MECHANIC A,l.� MANUFACTURED HOME r, o �.�_� Date i 7 g i/c m Footings !Setba ks Gas Piping y Ribbons Z rnInterior Date . By /� Interior-Date By Date By 0 00 rn Exterior Date 6 -L y By / Exterior-Date B Set-up _._ _.— Z Point Load!isolated Footings INSULATION Date By < Date BG/SLAB INSULATION FIRE DEPARTMENT X B>` Date By Foundation Walls Floors Date By r Date 6 BY Data "I) U By LAW DECKS -- F RAM I G waits Date By Date Ll-20/a By l_,,,j Data fl' ZO—/Z) By PROPANE TANKS PLUMBING vault Date By Date By OTHER �~-- Groundwork Attic Date By Type- Data ey Data By D.W.V DRYWALL Type- i7 Int Brace Wall Date By 00 Date may'/Q By/ Date By FINAL INSPECTION 0 ni Water Line Fire Separation Date Z`7,�� By / Date By Date It S l By t�D CD Pass or Request Inspect, c 3 Type of Insp. Fail Date Date Done By Comments (n 00 `° SEA CA 0 c:cti 41 7-24-10 ?Ly,10 T n ' ll 21 (D I � s - ,lo 114 lu (1/tr/w FORM MUST BE COMPLETED IN INK MASON COUNTY PERMIT NO.---,,'--" PLEASE PRESS HARD BUILDING PERMIT APPLICATION 426 W. Cedar- P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 - Belfair (360) 275-4467 - Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner �' d -;' L t t i: Company Name Mailing Address Mailing Address City r . State L" Zip Code ! City State Zip Code Phone l %' j F `'! Other Ph. r j E` Phone Other Ph. Lien/Title Holder ` ' t_ ` r °- ' f Contractor Reg. # Exp. E mail address E E Mail Address Drivers Lic.# Fr ,� DOB Drivers Lic.# DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well �'L Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. - Fire District Legal Description f` - Site Address(Please include street name, street number and city) Directions to site Will timber be cut and sold in parcel preparation?Yes Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs >15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Z Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building Describe Work � 4 'l No. of Bedrooms No. of Bathrooms == Square Footage- 1 st Floor 2nd Floor .-3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOMEINFORMATION - Make �"� �' ' �� / L)Model Year f�lLength F' WidthQ Li Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit? Yes/ No Installer Name / I ; V s' t 4-.t !L ��&rtification No. 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 the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure 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 OFA.PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X / i Date: Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department Environmental Health Department Id Fire Marshal FEES Building Permit Fee Site Ins ection Plan Review Fee EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES MASON COUNTY PERMIT NO. PLUMBING/MECHANICAL PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360)427-9670•Belfair(360)275-4467•Elma(360)482-5269 On the web www.co.mason.wa.us APPLICANT JNFORMATION CONTRACTOR INFO ATION Owner Company Name 'k t' orkte`� Mailing Address- f e Mailing Address ` r td Ci State 10 Zip Code 3125 fb —1-1 City A_State-i\.)A Zip Code Phone 4 Other Ph. Phone - '- Other Ph. 53 EL 1i Lien/Title Holder Contractor Reg. # AzkIkft �L2kL Exp. E mail address E Mail Address�� K t.t4lf aM e� n Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC INFORMATION - Connect to New Septic Existing Septi Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No, 77, 7,F7 77 775 Fire District Legal Description ' — 22 k Site Address (Please in Jude street name,street number and city) i= Y - Directions to s' e = - `) E z` _ r Is property wkthin 200'of Saltwater Lake River/Creek Pond Wetland L-&L—Seasonal Runoff Ak, Stream _Slopes or Bluffs 15% TYPE OF JOB - New Add Alt Repair Other Use of Building r Location of Fixtures/Units- 1 st FlooL—X-- 2nd Floor x' Basement Garage Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNaITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPG_Natural Gas_Heat Pump_ Toilets _ Type of Unitt� No. of Units Fees Bathroom Sink ' Furnace cfu4ekt,+f Bath Tubs ;,� Heatpumps Showers Spot Vent Fan Water Heater I Propane Tank Clothes Washer I Gas Outlets Kithen Sinks I Wood/Gas/Pellet Stove Dishwasher I Kitchen Exhaust Hood Hosebibs _ Dryer Vent I Other Other Base Fee Base Fee TOTAL PLUMBING I 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 the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CO NUATION QF WORK IS BY MEANS OF A PROGRESS INSPECTION. X Date: JY'l' Owner/O ers Repre ntativ tractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bid Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group-Type Constr. Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Ins ection Mechanical & Base fee UFC Plan Review Fee Wood/Gas/ Pellet Stove Fee Other Violation Fee TOTAL FEES MASON • washington Government and Information EmploymentMason County Home . Addresses Campus Map CountyCodes & Regulations Community Links Visit Mason . Building Dept ► Some information / cases may not be displayed ► This information may be outdated and inaccurate Planning dept ► Information is only for the unincoporated areas of Mason County and may only show items since April 1st, 1992 Environmental Health ► Please contact the Permit Center (360) 427-9670 ext 352 to verify any Dept information ► This information was last updated: 03/08/2010 at 9:00 am Records ► Building permits are NOT ready to issue until Case Status is APP and an New Search activity "Approved for Issuance" is listed Assessor / Information for Permit: BLD2009-00686 Treasurer Case Number BLD2009- Parcel Information 00686 VIRGIL ELKINTON Case Status REC Applicant 1518 10TH ST Parcel 123094260000 BREMERTON WA 98337-1308 Number Project 100 NE BEAR CREEK DEWATTO RD BELFAIR Address Valuation $ 0.00 Description MANUFACTURED HOME Activities Date Date Assigned Done Description Assigned Done Status To By Water Adequacy 08/11/2009 10/15/2009 DONE ADR need wa form, well log and satis bacti 10/15/2009 Provided. Planning Review 08/11/2009 09/18/2009 DONE AHB AHB Staten assessment is approved. Site plan OK'd AHB Building Plan Review 08/11/2009 09/03/2009 DONE LDK COMPLETED PLAN REVIEW AND SENT TO CASE MANAGER More Info Letter - EH 08/19/2009 DONE CEW Application Received 08/11/2009 08/11/2009 DONE TW Environmental Health Review 08/11/2009 HOLD CEW need a current maint report, see condition 8/24/2009 Tank only permit provided. Still need current maintenance report. Permit Fees Fee Type Amount Due Amount Paid Mobile Home Issuance Fee $ 264.25 $ 0.00 1 Mobile Home Submittal Fee $ 264.25 $ 264.25 Planning Review Fee $ 205.00 $ 205.00 EH Plan Review $ 103.00 $ 103.00 Water Adequacy Plan Review $ 41.00 $ 41.00 Building State Fee $ 4.50 $ 0.00 Total Fees: $ 882.00 $ 613.25 Amount Outstanding: $ 268.75 Conditions Erosion Protection Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X Temporary Erosion Control Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or properties. Silt fencing must be installed and maintained until upland vegetation has become established. X SITE PLAN Approved per dimensions and setbacks of new home and existing old structure on submitted site plan. Setbacks are measured from the furthest projection of the structure. X RCW 18.27 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. X RCW 18.27 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. X EXISTING HOUSE EXISTING HOUSE WILL BE CONVERTED TO A SHOP WITH A BATHROOM. X PLANS REQUIRED ON SITE 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 prior to any further inspections being performed or approvals granted. X ADDRESS / ROAD SIGNING 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. X PLAN REVIEW CORRECTIONS 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 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. X MH FILL Name t►y.ID►\_ Parcel (� r>DD BLD 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 A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their 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- described property for review and inspection as may be required. X Owner/A �ontracto (circle one)Date: Page 2 of 2 Name Ir�Tn 1�— Parcel 1 jig y /�ocn BLD#! Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) 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 or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. TO C&kaom e S Sac"Base C �t>�s.�swo Surface Type Length X Width = Area *All dimensions in feet Buildings X (_� _ X = Measurements for buildings are taken at the perimeter of the farthest projections(example: X = eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = —Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X = 0 ft totsd impervious area of the proposed site X = developm is Smatter Shan 2000 sgtofe feet a Small Paroel StotmwatW Site Plan is pegWW Total Impervious Surface Area(sum of all areas) L 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 Stormwater 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 further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read, acknowledge and sign the information provided on page 2 of 2. Page ] of 2 MASON COUNTY PERMIT NO.�, BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFO ATION Owner 'J , Kai ( k ACIA Company Name Pr,,&e, Mailiw Addre�s�� -'7�i:� �. Saim,,.;.t Ave, Mailing Address ��3�Ace ��✓ City P�L4t�1 Lf1 State_ Zip Code ��.51. -H is City % L State L✓A Zip Code Phone 3C>C--JT1`I-`y13/, OtherPh. OtherPh. Lien/Title Holder Contractor Reg. # ,ALWH �f �'Z Exp. te - E mail address E Mail Address ijyi 'a II .rc.i'l Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic_,X Connect to Water System Name of Water System Well_'Z__Water System Name of Water System PARCEL INFORMATION- 12 Ditgit Parcel No = 1 C Fire District Legal Description _ - 1 - c Site Address (Please tRclude street name, street number and city) v Directions to s"te t � Will timber be cut and sold in parcel preparation?Yes Is property within 200' of Saltwater Lake AW-) River/Creek V,t`' Pond , Lr: Wetland _Lc Seasonal Runoff Stream L: Slopes or Bluffs ] 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yesco, TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE M SEASONAL Use of Building Describe Work E' e- No. of Bedrooms —No. of Bathrooms_ Square Footage- 1 st Floor 2nd Floor UI- 3rd Floor Basement Deck Covered Deck Othe Sq. ff. � Garage ' Attached__Z Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length--Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit? Yes/No Installer Name Certification No. 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 the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF C NUATION O WORK IS BY MEANS OF A PROGRESS INSPECTION. X I '1 Date: Owner/ ers Re re entativ on racto indicate which one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department Environmental Health Department Public Works Department Fire Marshal FEES Building Permit Fee Lv C 7 Site Inspection Plan Review Fee -f� (i. `T: /O 3 , EH Review Fee Plumbing & Base Fee �o� D l/d 12,0 Planning Review Fee Mechanical & Base fee .2�'�" �5�'a 0 Other Wood/Gas/Pellet Stove Fee State Fee S Violation Fee /t/G/! Pre-Paid at Submittal,ij Valuation $ TOTAL FEES Gay. 93 Di F Fx L-�S, CO ✓. �Of��l VP ; 28X ?.!Q 7a,cv z8X /i7C/ �1/21,8�3 8'd g° B 28 food':o-- �C /0,)c 40) (zoo -) MASON COUNTY PERMIT NO. PLUMBING/MECHANICAL PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360)427 9670•Belb (360)275-4467• Elma (360)482-5269 On the we www.co.mason.wa.us APPLICANT ' )RMATION CONTRACTOR INFO ATION Owner A Company Name _k. t' �1101't'`7 Mailing Addres r� Ave- Mailing Address o ` t') City.� e�+o A State WA Zip Code —1 City State ) Zip Code %-- Phone IL <i-M-7F h���Other Ph. Phone `_� ` ' %`/ Other Ph. Lien/Title Holder Contractor Reg. # ��'� E mail address E Mail Address �"� Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No, Fire District Legal Description r1 : I Site Address (Please in Jude street name, street number and city) Y Directions to sap 1 `-: )t el't 10E 0 eJ Is property wkthin 200'of Saltwater Lake k1r> River/Creek Pond Wetland Seasonal Runoff tic Stream—41aL Slopes or Bluffs > 15% TYPE OF JOB - New Add Alt Repair Other Use of Building Location of Fixtures/Units- 1 st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPG_Natural Gas_Heat Pump_ Toilets Type of Unit., No.of Units Fees Bathroom Sink 3 Furnace Cakf Bath Tubs_ Heatpumps Showers Spot Vent Fan Water Heater I Propane Tank Clothes Washer I Gas Outlets Kithen Sinks I Wood/Gas/Pellet Stove Dishwasher 1 Kitchen Exhaust Hood Hosebibs Dryer Vent 1 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.AdmWedgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CO NUATION WORK IS BY MEANS OF A PROGRESS INSPECTION. X l / Date:— ,Alt; Owner/Ov ers Repre ntativ tractor (indicate which one) / FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bld Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group-Type Constr. Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical& Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES FORM MUST BE COMPLETED IN INK MASON COUNTY PERMIT NO. . PLEASE PRESS HARD BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner �Fc. K 4.vi Company Name Mailing Address l 5 r; 41 Mailing Address City— tate c' Zip Code City State Zip Code Phone Other Ph. Phone Other Ph. Lien/Title Holder ✓i G K r nm Contractor Reg. # Exp. E mail address `rG , rL E Mail Address Drivers Lic. # 1- 3 r°S DOB Drivers Lic. # DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic _ Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel o. -*z Fire District Legal Description '?f0.0 `.0I Site Address (Please include street name, street number and city) Directions to site Will timber be cut and sold in parcel preparation?Yes/No Is property within 200' of Saltwater Lake River/ Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New—Add—Alt— Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building Describe Work ' No. of Bedrooms No. of Bathrooms Squar Footage - 1st Floo 2nd Floor 3rd Floor Basement Deck C vered Deck Other Sq. ft. Garage Attached Detached Carport — — Attached Detached MANUFACTURED HOME INFORMATION - Make %` Model Year Length Width Serial No. X ZNo. of Bedrooms No. of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/ No Installer Name jLJ+ Certification No. 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 the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure 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 OFA PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X Date: ��.k.�' j Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department 4' 3 q 1-4 N� 7� S <rtZ a cc� Planning Department Environmental Health Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee PlanningReview Fee Mechanical & Base fee Other Wood / Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES 1 '- PLOT PLAN NAME: 1 ' , ADRESS::--�L S V rv\rn,`a /1 e CITY: -�2C'^nE2Tiyl` HOME PHONE #: COUNTY: `T5AP STATE: WA ALT PHONE #: �3 � �PROPERTY ADRESS:CITY: fttu r 1:5n ' � �,f 5 LEGAL ADDRESS: TS —L` ct' _ STATE: WA Z3/.� R W SEC _-COUNTY:TAX LOT At I,� 0�)1 y (9 THE INFORMA71ON ON THIS PLOT PLAN HAS BEEN PROVIDED AND R VI OWNER WHO IS SIGNING BELOW AN ) I E EWEO BY THE PROPERIY ACCEPTS FULL RE SPO SCALEA" = FOR IT'S ACCURACY AND COMPLETE ESS C2)IS RESPONSIBLE DGES AND OENSURE THAT F NSIBIIIiv IMPROVEMENTS TO THE SITE TAKE PLACE IN CONFORMANCE WITH THIS PLAN 7)Wit L ESTABLISH All CORNER IRONS LOT LINES AND CODE REOUIRED SET BACKS REOUIRFO OF DATE: THIS PROPERTY ANY CHANGE TO TIIIS PLAN MUST BE PRE APPROVED BY THE GOVERNMENTAL AGENCIES WITHIN THE JURISDICTION AND THE MORTGAGE LFNDER THE CONTRACTOR SHALL BE / DOCU ENT D N T C OWNER SIGNATURE Mir s PLAMREQ 02 G�N, (tltTT�A E OWNER SIGNATURE OWNER L4 75' - r °`r� 3 /a 6AiA {4UoAn,° 9 Ex s i 1 rr �Qv f ym Qr� i 5 Ex;s 10 a �� PLOT PLAN NAME: ADRESS: 74-L g, t5c µM,r A.✓E CITY: J32Er-Cr r'XJ COUNTY: KITSAP STATE: WA HOME PHONE#: 7`3C, ALT PHONE#: -360 • z I • 7-775 �c /1) PROPERTY ADRESS: lr;n 11P Glr �I-PP Eb�G(` C� CITY: pJL COUNTY: STATE: WA LEGAL ADDRESS: TS 23 N R I w SEC TAX LOT# f, �nqq,-�l, L_ THE INFORMATION ON THIS PLOT PLAN HAS BEEN PROVIDED AND REVIEWED BY THE PROPERTY 'k OWNER WHO IS SIGNING BELOW AND 1)ACKNOWLEDGES AND ACCEPTS FULL RESPONSIBILITY SCALE:1••= FOR ITS ACCURACY AND COMPLETENESS 2)IS RESPONSIBLE TO ENSURE THAT THE IMPROVEMENTS TO THE SITE TAKE PLACE IN CONFORMANCE WITH THIS PLAN 3)WILL ESTABLISH ALL CORNER IRONS,LOT LINES,AND CODE REQUIRED SET BACKS REQUIRED OF THIS PROPERTY. DATE: mk'-U 6 O ANY CHANGE TO THIS PLAN MUST BE PRE-APPROVED BY THE GOVERNMENTAL AGENCIES WITHIN THE JURISDICTION AND THE MORTGAGE LENDER THE CONTRACTOR SHALL BE DOCUMENTED ON THE CHANGES OWNER SIGNATURE OWNER SIGNATURE OWNER SIGNATURE OWNER SIGNATURE o L f' bee Ara� t� ��� + PLOT PLAN NAME: ADRESS: �(�_� � SUP' Ave_ e - �'t t CITY: ��C—�E,rZic�1� ------_—. HOME PHONE #: COUNTY: �`- STATE: WA ALT PHONE #: � PROPERTY ADRESS: CITY: LEGAL ADDRESS: TS COUNTY: �n✓L STATE:_WA 23�� R 1 w SEC �_TAX LOT # THE INFORMATION ON THIS PLOT PLAN HAS BEEN PROVIDED AND REVIEWED BY THE PROPFRTV OWNER WHO IS SIGNING BELOW AND I)ACKNOWLEDGES AND ACCEPTS FULL RESPONSIBILITY SCALEA1 = FORIPS ACCURACY AND COMPLETENESS 2)IS RESPONSIBLE TO ENSURE THAT THF IMPROVEMENTS TO THE SITE TAKE PLACE IN CONFORMANCE WITH THIS PLAN JI WILL ESTABLISH ALL CORNER IRONS LOT LINES,AND CODE REQUIRED SET BACK$REOVIRFO OF THIS PROPERTY DATE: ANY CHANGE TO THIS PLAN MUST BE PRE-APPROVED BY THE GOVERNMENTAL AGENCIES WITHIN THE JURISDICTION AND THE MORTGAGE LFNDER THE CONTRACTOR SHALL BF DOCUMENTED ON THE CHANGES i OWNER SIGNATURE OWNER SIGNATURE OWNER SIGNATURE OWNER SIGNATURE n' (""A T l n m e2$, I E ----�� �x Sri•,q Sc l'C 1's�t4a ..yL 1 pp ;. y7 _ era' �iAIL 7y 3'f��� (a s+o,�� A. VED Ex s 4 �mc pt1B Z. r i i \ k a r Cif IG� 1� 1 �D a lrJ s. PLOT PLAN NAME: ADRESS: 7¢L. g, Svµpnj r s4,,,,�E CITY: 132EmEa �r..� COUNTY: IK1r:SAP STATE: WA HOME PHONE#: -260. ALT PHONE#: 3G0 • G Z If • 7475 6&Jl) PROPERTY ADRESS: CITY: �� I COUNTY: 5 � STATE: WA LEGAL ADDRESS: TS Z3 f•1 R W SEC `� TAX LOT# THE INFORMATION ON THIS PLOT PLAN HAS BEEN PROVIDED AND REVIEWED BY THE PROPERTY 00 It OWNER WHO IS SIGNING BELOW AND 1)ACKNOWLEDGES AND ACCEPTS FULL RESPONSIBILITY SCALE:1 = FOR ITS ACCURACY AND COMPLETENESS 2)IS RESPONSIBLE TO ENSURE THAT THE IMPROVEMENTS TO THE SITE TAKE PLACE IN CONFORMANCE WITH THIS PLAN. 3)WILL ESTABLISH ALL CORNER IRONS.LOT LINES.AND CODE REQUIRED SET BACKS REQUIRED OF THIS PROPERTY. DATE: ��1A���b(D ANY CHANGE TO THIS PLAN MUST BE PRE-APPROVED BY THE GOVERNMENTAL AGENCIES WITHIN THE JURISDICTION AND THE MORTGAGE LENDER. THE CONTRACTOR SHALL BE DOCUMENTED ON THE CHANGES OWNER SIGNATURE OWNER SIGNATURE OWNER SIGNATURE OWNER SIGNATURE e I I f' 6e-e a4�a� t� 1 t August 6,2010 MILLER Mr. Dale York CONSULTING Adair Homes Inc. ENGINEERS 2303 93rd Ave SW Olympia, Washington 98512 Subject: Virgil Elkinton Residence(HP 3-1843AG) 100 NE Bear Creek Dewatto Road,Belfair,WA MCE Project Number: 100292 Dear Mr.York: As you have requested,Miller Consulting Engineers, Inc. has reviewed the top plate splice at the transition between a balloon-framed wall and a standard single-level framed wall,as well as a garage pier holdown substitution. The double top plate is to be repaired with a new Simpson ST2122 strap centered on the splice joint with eight(8) 16d common nails on each end of the strap, straddling between the joint of the double top plates,and on each side of the top plate's narrow face. Regarding the substituted holdown, it is acceptable to substitute the holdown PHD5-SDS3 and SSTB20 anchor bolt as indicated on Sheet 2 and 3 of Adair Homes Inc. drawings dated 4/I/I0 with STHD14 if the following is met: (1)the minimum concrete strength(f c) is equal to or greater than 3,000 pounds per square inch(psi),(2)straps MSTC 48133 are installed at the top of the wall to the header and studs as noted in Figure R602.10.6.2 of Drawing Sheet 3 prepared by Adair Homes Inc,and (3)top reinforcing has been installed as indicated on Detail 1 of Sheet 3 with corner bars of 30"minimum length perpendicular to the front wall as indicated in the Simpson product catalog.The corner bar can be verified by excavating the top of the stem to find rebar present and patch to repair,reference the attached detail. If you have any questions,please do not hes' 1 Respectfully, 4.`►�a4 W�Sy d Miller Consulting Engineers,In &41137 Ronald G. Vandehey, P.E., S.E. , Principal EXPfiIES: 02113120 11 Inc Enclosure: 1. One page of stamped structural calculations 2. One page of sketched detail 9570 SW Barbur Blvd., Suite 100 Portland. Oregon 97219-5412 Phone (503) 246.1250 Fax (503) 246-1395 www.millerengrs.com American Consulting �Engineers Council T= 2-(Q62 P�9. o� SC47vc1 ( IS 30'4 J - ttt--- SZ z 1 Zz Ct O A-r- BwtrjolNT EPr STWL-cl, t A2e �oLDown fbtQtG. !{T C-.lb0-f42U X60 G-'rary� C(a•L.c. ;r 4 Igo I to I 9570 SW Barbur Blvd Virgil Elkinton Residence(HP 3-1843AG) 100292 Suite One Hundred Project Name Project # _ Portland, OR 97219-5412 100 NE Bear Creek Dewatto Rd.,Belfair,WA Location M I L L E R Client Adair Homes CONSULTING (503)246-1250 MC ,{� 8/3/10 I of i ENGINEERS Fax: 246-1395 By CWd 'I Date Page J hcc�a r ra -ro (Z��� 'ro�J t3fY't2S fI � I�I I Icy MIN, I I i 1 (6) i1D ILA •w o �2or�T k1 rat E_ C-)MV-A-6 I f-O U N D j+TI ply P L.}a tit 3 rdMAL EXPIRES; p?j 9570 SW Barbur Blvd � Suite One Hundred Project Name \I�aL,"� �.I_�z,,,.,,,,, C�.e;:a<c:,,�,.�<.; Project # Portland, OR 97219-5412 � _ Location I oQ ►'.at-' T.:'�rwn< r--Q DEwPr-rro R k. Ya 4FAir-Z W14- M I L L E R Client >A-Xrr- � OWEJ CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By Ck'd Date e 5)1a Page or-` •---------------------------1 r--------6-IrDOOR�------1 IK' iG"SCREENED VENTS. NO VENTS ' 1{II I PLACES PER PLAN Nl IF/AS REQUIRED BY CODE - ��pppp y'k. i i 9 1/2"WOOD-I-JOISTS I vi3i I - CONTINUOUS FOOTING ' . ; *ISQUEEN MOISTURE UARRIER THROUGHOUT 1 I I 1 I I C 1 I L I 1 I �g 5J i i !ON 1 "X 7"FOOTING ON 15"X 7"CONC.FTQ' DRYER VENT TOILET ABOVE W/11UD2 I i G z I I oU s >. 1 `o Z ; 24" CUTOUT IN STRIP ' 6 i 0 5„- 1 ' I — ' ' BEARING POINTS 1 I g I 1 FOOTING FOR ACCESS o i i i THROUGH CRIPPLE WALL i .- «�g h i i i 18"X�4_CRAWL ACCESS �_________________________J I •� I I j O S I 2"X4"PONY WALL ON 12"X6" CONTINUOUS FOOTING I • r------- J I I I I ' -11 12" I 1 I 1 GARAGE ; _ _� 20'-0"x 22'-0"CONC.SLAB 1 `--------------- FLOOR SLOPE TO CODE 3" DOOR NO VENTS I I 8"WIDE CONC.FDN. WALL ON 15"X 7" ! i CONC.FTG. L ---' r 30"X 30"X 15"FOOTING I L UNDER BEARING POINTS I I 24"x 24"x 12" FOOTING FOR SSTB 20(MIN.18"EMBED) 4" x 4" POST CONT.FOOTING . JOIST LAYOUT FOR ' —2"x 2"BLOCKOUT FOR DOOR TRAC ` - - --------------- -------------------- - SR REDUCE STEM HEIG PEN ING ` 1 - 19 3/16" 5R t. 2-38 3/8„ �T-I I" 3 - 57 5/8" 4-76 13/16" FOUNDATION & FLOOR JOISTS 8' 5 -96" 6- 115 3/16" 1/8" = 1'-0" 7- 134 3/8" 8- 153 5/8" NOTE: 9 - 172 13/16" 16' 10- 192" 2"0 WATER LINE BLOCKOUT AND 5"0 SEWER 11 -211 3/16" LINE BLOCKOUT LOCATIONS)TO BE IDENTIFIED 12-230 3/8" ON SITE IF REQUIRED. 13 -249 5/8" ® NO VENTS IN THESE AREAS. 14 -268 13/16" 24' 15 -288" NO VENTS IN DOOR SITES. .",f^_t�'rw.:C� .ts lta.'c2�?at,S+;J".°€:1r.A.i+G•F.dRdv'�:l May 17.2010 Virgil F.1kintrm 742.S Snminit Avenue l renvoon,Washrngtcm9X-,,t' Rcfixcocc: FEMA Flood Designation for Single Family Residential Property Locawd at 10013wr Ovek -v:atw Road-Parcel 12309 42-h)OM.Maroon County.Waslungton Dear Mr,Mkinton. F:nvirotcch Cnginccriog 1.as completed a review of the FEMA flood maps with relation to the rcfeacrrccd properta. We un&-rstand that die planned residence partially arconrpasscs the building footprint of the existing; tcsidcncc. Based on urricrrt FEMA mapping,we conclude Out the flood d"(gmatecm near the planned residence is approximately 4.2 fist Fmol the edge of the strwm_We rwurnmend at least a 50 fe#A building setback G'onr the nc'ar'est edge or dw strc"ant to rcassurc that die residerrca wi11 be safdv ouLsidc the delineated FEh1A flood zma_Tip,following FEMA map information was used in this dLterminaticm Flood Insurance Rate.Map(FIRM) Panc170 of 300 Community Pawl No.5301150070C E1hmtivc Mav l i_ 19$8 Please: contact Michael Sla wn at 360-273-9374 if v(xi have any questions or requite additional information. Sinoacly. Envirotecli Ertgiaccring aa-a CLY*13f.3 �t�! khA'fjt'e.TY� r + 3At �Rllr' r/h^i tlfS tichaCA Staten.P E Pmjcxt Director (5/1 201k Debbera Coker- 100 bear creek dewatto rd, Belfair Page 1 From: Virgil Elkinton <virgilelkinton@g mail.com> To: <dlc@co.mason.wa.us> CC: Terry Hayes <thayes@adairhomes.com> Date: 5/17/2010 4:03 PM Subject: 100 bear creek dewatto rd, Belfair Attachments: Elkinton -Flood Zone letter.doc Debra: Pursuant to our conversation last week, pls find the attached letter from my civil engineer regarding its proximity to a flood zone. Please note that he states the flood zone is 42 feet from the creek and recommends building no closer than 50 feet. The present site is 67 ft away from the creek and will actually increase with the 45 degree shift of the new structure, my guess is about 75 feet or more. I hope we agree that this information and letter satisfies your kind concern. Best wishes, Virgil Elkinton (5/20/2010) Debbera Coker- Fwd: 100 bear creek dewatto rd, Belfair Page 1 From: Virgil Elkinton <virgilelkinton@gmail.com> To: Dlc@co.mason.wa.us Date: 5/19/2010 10:22 PM Subject: Fwd: 100 bear creek dewatto rd, Belfair Attachments: Elkinton -Flood Zone letter.doc Debra: Read the Mason County web site. My numbers are mobile: 360-621-7975 and home: 360-479-7636. Understand that we are good to go. Adair should be picking up permits. I was out of the pocket yesterday with my company annual physical (part of the requirement to be a deep sea captain) and today we were demolishing the site. Thanks for all of your help. By the way..we are going to be prudent and put the foundation up a little higher. IF this latest exercise has any fruition, I think this has been worth it. Again.. thaks for your help. We were also considering buying the property to the north of us as part of a Fannie Mae sale.. but is smack dab in the flood zone. So, your calling attention to this helped us back away from that. Regards, Virgil Elkinton ---------- Forwarded message ---------- From: Virgil Elkinton <virgilelkinton@gmail.com> Date: Mon, May 17, 2010 at 4:03 PM Subject: 100 bear creek dewatto rd, Belfair To: dlc@co.mason.wa.us Cc: Terry Hayes <thayes@adairhomes.com> Debra: Pursuant to our conversation last week, pls find the attached letter from my civil engineer regarding its proximity to a flood zone. Please note that he states the flood zone is 42 feet from the creek and recommends building no closer than 50 feet. The present site is 67 ft away from the creek and will actually increase with the 45 degree shift of the new structure, my guess is about 75 feet or more. I hope we agree that this information and letter satisfies your kind concern. Best wishes, Virgil Elkinton August 10,2010 _ MILLER Mr.Dale York CONSULTING Adair Homes Inc. ENGINEERS 2303 93rd Ave SW Olympia, Washington 98512 Subject: Virgil Elkinton Residence W 3-1843AG) 100 NE Bear Creek Dewatto Road,Belfair,WA NICE Project Number: 100292 Dear Mr.York: As you have requested,Miller Consulting Engineers, Inc.has reviewed the framing inspection check list provided by Mason County dated August 4,2010 for item numbers 1 a,2,3, and 6. Item la regarding garage shear wall holdowns and item 6 regarding double top plate splice repair have been addressed in the letter dated August 6,2010. Item 2 regarding a PHD2 holdown installed under the stair framing approximately 16"away from the standard single level framed wall into attached to balloon framed studs. Reference the attached detail 1 of SR2 for requirements to the shear wall as noted on Adair Homes' plans in order to utilize the existing PHD2 and SST1316. Item 3 is requesting plate nailing at all engineered walls. Reference details 1 of sheet SR3 and l of sheet SR4 for plate nailing requirements. If you have any questions,please do not hesitate t Respectfully, Miller Consulting Engineers,Inc. 41137 Ronald G.Vandehey,P.E., S.E. Principal u me EXWO: 02/13/ 2mo l c Enclosure: 1. Three pages of marked up Adair Homes plans calling out new details 2. Three pages of stamped details 9570 SIN Barbor Blvd., Suite 100 Portland, Oregon 97219-5412 Fhnne (503) 246-1250 Fax (503)246.1395 www.millerengrs.corn American Consu7hng All Fnprneeis Council p Tbf PL, IV ?ETZ 1pLjVP ago 'AJ111D q'51 m '-T2-1'2-;-- C C>F 4�t ccA A�,c- STIjb slvw4- —p-1A S"_s w/ IbA /YT A-T /h 440LC)Owl.) A-V-0 A1-)C4Cg 3-LT F'!!2 VA-peD Alfillo IPREipAyjj�D DY 41137 [E—XPIRES: 02 m 3/ 9570 SW Barbur Blvd Project Name Project # Suite One Hundred Portland, OR 97219-5412 Location 106 NE (,1-�5-EW 'DhwNr-rrn PN, 1, P'ELF-zi-ig- w,rj- M I L L E R Client CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By Ck'd Date 61"110 P ti 16d Af 10'o c. EA BLOCK EVI-F pt-A pt ov 51Mot A35 2� a.c. A3 �4T ��a-C. Ied on g"u c Ito BD4kE NAM AT $ PEVL. 2x BLOCKING AT vs.- -ca,? 4'-0" O.C. fajE�pi" .I COw�w.ON PERPENDICULAR JOISTS ��� Br" �' '' PARALLEL "AW.5 syeck�:Ae'j JOISTS RE1r. A�A,tL�unnES , I EXT. WALL- FLOOR - WALL r55 NTS DRY .. . G. V�" 4ti9oF wud QT 41137 EMPIRES: 021131 7,v%\ . 9570 SW Barbur Blvd Suite One Hundred Project Name yrRG,r� in�iDry (( 3-lS1(3 Wc,`SrD� Project # loOZ1Z _ Portland, OR 97219-5412 Location IW &51;. Qpynr— pEL )q-7Th f � REZFp,—L-4 MILLER Client o CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By }4` CWd Date 6/9I10 P I T&G FLOOR HEATHING l o d ^,I- a s orMG� k> u ED4E; d �-I�I-I�I � � 1. Cow+w.o►.: l��rt�s Spec.tFtt n Z. RUlE%2Rw_t d"Art2 0&wvus ►tom. Dv-�-w��.s., o,a-r-t=-cam y J�I �� � �-�►y5 I a I d d a 4 EXT. WALL- T&G FLOOR - FD N NT5 Ca �4 was r• �417 �Il1TAL 1EXAiiES: 0_ 2/13/I . 9570 SW Barbur Blvd Project Name Vtat^ti- E�1d j Suite One Hundred 113N l� "i�`f3 prat Sm7 Project # OUZ clZ Portland, OR 97219-5412 Location 06 N 6 F,e rmt G+tfjr, pEiwyyiTo Ra ' 115 E Lf-jj-1 w_ +.,_.,4 MILLER Client AvAiK- Ac'mes I CONSULTING (503)246-1250 XN ENGINEERS Fax: 246-1395 By Mt- Ck'd Date Bb l(o Page sVL4 710.00 EX HOUSE TO BE CONVERTEDI i TO SHOP W/TOILET&SIN II TO CREEK00 \ /• ( I 'A I' W 0, is NOTE: S� F B THIS DESIGN IS TO SHOW A NEW 3-�K MOBILE 63' i BEING PLACED ON THE PARCEL AND/CONNECTING TO THE EXISTING 3-BR OSS. THE/EXISTING HOUSE STING 74 / PRIIMARY I/aJ\v / t SHALL BE CONVERTED TO A SHOPWITH SINK AND .O \ �.,;. f DRAINFIELD > +� TOILET. THE PROPOSED NEW LL IS ALSO SHOWN. 0.� I/ PR RAINFIELD SHOWN PER DRAWING. NO / 239' . ADDITION IL AVAILABLE. 6• \ I RESERVE PROPERTY WNER NOTE: CAREFULLY REVIEW A L ASPECTS OF THIS SEPTIC ' W i 100'TO WELL 165'TO CREEK' ', � DESIGN. ANY COSTS CURRIED DUE TO CHANGES TO a / / THIS DESIGNFTER SUBMISSION TO MCHD ARE THE SOLE RESPONSIBILITY OF THE PROPERTY OWNER. Al EXISTING(NEW)WELL 1 Q) A v 165'TO CR / AP E MASON OUN Y CD PLA NG SITE PLA REQ IR TO BE SITE j CHAN E UB EC ROVAL / BY Date . ,.sFM�hT ;• .� •,,y THIS IS NOT A SURVEY ALL PROPERTY LINES/BOUNDAR/E j SCALE (FEET) BEEN DEMONS TRA TED B Y THE OWNERS) AND/OR THEIR A GEN R' '7* - DRY WEATHER INSTALLATION AND SITE PREP REQUIRED_ z'c6.9'10' 20, 30' 40' So' - PROTECT PRIMARY AND RESERVE DRAINFIELD AREAS FROM ANY VEHICLE TRAFFIC. \ I°=50' EXPIRES 1 - NO FOUNDATION SPOILS OR BURNING ON DRAINFIELD AREAS. — DUE TO UNFORESEEN WATER TABLES, A CURTAIN DRAIN MAY BE REQUIRED. - DEPENDING UPON FINAL ELEVATIONS, A PUMP MAY BE REQUIRED. LEGEND - DIRECT ALL DOWNSPOUT/SURFACE WATER AWAY FROM DRAINFIELD AREAS. - IF DF LATERALS OR MODULES ARE DEPICTED, THEY ARE AP PROXIMATE ATE AND MAY VARY SOIL LOG ACME� DESIGN CO . PROVIDED THEY REMAIN IN THE DELINEATED DF AREA. ---- - NO BUILD ZONE - ALL WELLS WITHIN 100 FEET OF PROP. BOUNDARIES HAVE BEEN SHOWN (200' FOR CLASS-B WAIVER). — - CLEARING LIMITS DATE- 10 AUGUST 2009 LOW AREAS P.O. BOX 2954 - EXCEPT FOR THE DISPERSAL COMPONENT, ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE. NAME- ELKINGTON SlL I/ERDALE, WA. - WATER LINE MUST BE A MINIMUM OF 10' FROM ANY SEPTIC COMPONENT. TREES > 12' DIA - MAINTAIN A MINIMUM 30' SETBACK DOWNSLOPE OF I-PITS. MINIMUM OF 50' SETBACK UPSLOPE � OF I-P:TS. TAX ID- 123094260000 98383 - SEED AND MULCH FINAL DRAINFIELD COVER IMMEDIATELY UPON COMPLETION. QQ - CLEAN OUT - DEPENDING ON THE TYPE OF ATU USED, A TRASH TRAP MAY BE REQUIRED. Q - 1,125-GAL SEPTIC TANK STREET- BEAR CREEK DEWATTO RD TEL. 360.698.8488 - LATERALS MAY BE NO CLOSER THAN 9' ON CENTER. ' FAX. 360.698.8788 - IF WATER AND SEWER LINES CROSS, THEY MUST BE CONSTRUCTED IAW STATE a COUNTY CODE. SCALE: I"=501 SITE PLAN 4 BALLOON FRAME 2 X 6 STUDS SPACED NO MORE THAN 16"O.C.W/2 X 6 BLOCKING AT 10'-0"HIGH IN FOYER W/15/32"APA RATED SHEATHING W/8d NAILS AT 6"O.C.PANEL EDGES FIBERGLASS ROOFING AND 12"O.C.FIELD NAILING.WALL STUDS DESIGNED TO MEET 1 IOMPH,EXPOSURE"C" WIND AND SEISMIC CATEGORY D2. HORIZONTAL LAP SIDING 12 Q6 I"X 6" CORNER TRIM W/ I"x 2" SHADOW BRD. FINISHED GRADE BY OWNER, SLOPED TO CODE LEFT ELEVATION 4"X 4"ON I8 X I8 X I8 RIGHT ELEVATION 1/811 = 11-011 CONCRETE FOOTING W/ METAL POST BRACKET NOTE: ROOF LWE ALL FASTENER IN CONTACT W/ HOUSE LWE -� PT.MEMBER SIIALL BE I IOT DIP I � , BALLOON FRAME 2 X 6 STUDS SPACED NO GALVANIZED OR STAINLESS STEEL. MORE THAN 16"O.C.W/2 X 6 BLOCKING AT i 10' O.C.-0"HIGH IN FOYER W/13i32"APA RATED CS18 STRAP INTO 2 X BLOCKING ' SHEATHING W/Sd NAILS AT 6" PANEL EDGES BET L'BETWEEN STUDS ABU`- AND BELOW j I'OWExED ATTIC KEY NOTES: � AND 12"O.C.FIELD NAILING.WALL STUDS PEAiING,EXTEND ML.•.48"DEYOND VENTILATION FAN ; r ' RIxE i Q 12 DESIGNED TO MEET 1 IOMPH,EXPOSURE"C" EACH SIDE OF OPENING(MIN.(9)8d , ; , , RBC EA, SIDE- OF WALL BEAM 1 WIND AND SEISMIC CATEGORY D2. NAILS EACH END OF STRAP. �' TO DBL TOP PLATE AT 12"O.C. 6 ' RIDGE LWE AT SHEAR WALLS. FULLY SHEA7 H SHEARWALL i i ' ' DOWN TO BOTTOM OF FLOOR xooF vENTs a vuct, MIN.DOUBLE 2X FRAMING MEMBER 6 TIC VFNEOTO i -----; EACH END OF SHEARWALL FOR BEAM. � ATTxvENntnnoN i ------� HOLDDOWN. j 3X PT.BOTTOM PLATE TO CONCRETE j OR(2)2"X 6"PT.PLATES TO CONCRETE `---------------------—-------------------- - ° W/5/8"DIA.X 10"ANCHOR BOLTS II ROOF PLAN AT 16"O.C.MAX.(7"MIN.EMBED) 7� vi6"=r o" RZ USE 3"SQ.X 1/4"TICK PLATE WASHER BETWEEN SILL PLATE AND NUT. --------------------------------------------- 20'LONG HEADER AT GARAGE OPF.NI"'i X 1 ° ° o000 ADAIR HOLIES INC . z� © 0 0 0 C COPYRIGHT 2006 4-11 'Ewipw 1 SCALE AS SHOWN WASHINGTON & IDAHO DRAWN BY 0"MiN. DATE 4/1/10 CODE: C, DO, D I, D2 REVISED REAR ELEVATION FRONT ELEVATION 1/8 - 10 C 3 - 1843 AG STD - ELKINTON DRAWING NUMBER ELEVATION PLANS 1 27-1 1" EXTENT OF ITEADL•R SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) 0" ----- -------------------------------- - ----- -- -- MSTC 48113 STRAP I I -- --- l r-------b DOOR -'-� I , 11' 'ih"SCREENED VENTS, NO VENTS { { { t 1 ;I PLACES PER PLAN MIN.3 I/8"X 12"24F-V8N4 GLU-LAM BEAM IF/AS REQUIRED BY CODE 6'TO 18' FASTEN TOP PLATE TO HEADER WITH(1)RBC EA.SIDE 9 1/2"WOOD-1-JOISTS—� ; { L I ; , OF WALL. BEAM TO TOP PLATE AT 12"OC. 1 I { { CONTINUOUS FOOTING ' ; i 3900 LB.STRAP OPPOSITE SHEATHING (2)#q BARS 3"FROM TOP 1 TYP 1 ; IS UEEN MOISTURE i ; I FASTEN SHEATHING TO HEADER WITH 8D COMMON OR � Q { GARAGE WING WALLS ONLY. `M JARRIER THROUGHOUT i MAX. GALVANIZED BOX NAILS IN 2"OC.1N ALL FRAMING HEIGHT (STUDS,BLOCKING,AND SILLS)TYP.BOTH SIDES I I , A N MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO 2 #4 BARS Q ' ON 1 "X 7" STORY STRUCTURES VERTICAL MIN.DOUBLE 2 X STUD NAIL LAM W/ DRYER VENT 15" 1 (2)lOd NAILS AT 12"O.C. (2)#4 BARS 3"FROM BOTTOM y i 16 TOILE C ABOVE { ; 15/32"THICKNESS WOOD GARAGE WING WALLS ONLY. <K w I N'/PHD2 I STRUCTURAL PANEL SHEATHING c 1 N.4200 LB TIE-DOWN DEVICE(EMBEDDED INTO ? 3 ; I , ; - me I I CONCRETE AND NAILED INTO FRAMING) 1 TYPICAL END AT GARAGE z ; I 24" CUTOUT 1N STRIP �' ' { , FOOTING FOR ACCESS NTS. Y K ; THROUGH CRIPPLE WALL i ; ; { - 5/8"DIA.X 10"ANCHOR BOLTS AT 16"O.C. 24"CRAWL ACCESS E_ MIN-(2)PER PLATE(W/MIN.7"EMBED) a Z[ { I I 24"CRAWL A------- -------------------- , W/3"SQ.X 1/4"PLATE WASHER BETWEEN SILL AND NUT. Ij 1 L- 2"X4"PONY WALL ON 12"X6" , CONTINUOUS FOOTING { FIGURE R602.10.6.2 ; 1 ----- ; ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING GARAGE I 1 1 20'-0"x 22'-0"CONC.SLAB { ; FLOOR SLOPE TO CODE I°DOOR--- - ----� C? 1 j 8- VENTS NOTES 8"WIDE CONC.FDN. ; ' ' WALL ON 15"X 7" ; { CONC.FIG. L ! i 1. = Represents 2 x 10 on edge solid blocking to support IBP above --' 30"X 30"X 15"FOOTING { �UNDERBEARINGPOiNTS � { per. R602.10.8 and R602.10.9 (C, DO, D1, and D2 areas) 24"x 24"x 12"1 r� FOOTING FOR i ; 0 4" x 4" POST i SSTB 20(MIN-l8"EMBED) ; ; 0 2. In Seismic Design Category DO, D1 and D2 a plate washer meeting the CONT-FOOTING JOIST LAYOUT FOR 19.2" O.C. SPACING requirements of R602.11.1 will be provided. __�_ • 2"x 2"BLOCKOUT FOR DOOR TRAC Vr REDUCE STEM HEIG PENTNTi 1 - 1 n 3/16" (1'-7 3/16") 3. ® = Per R502.7 Exception, in Seismic Design Category DO, D1, and D2-2 x 10 5Ri hI l t. 2 - 38 3/8" (3'-2 3/8")1blocking at intermediate joist supports. (Not required in Seismic Design Category"C") 7 1" 3 - 57 5/8" (4'-9 5/8") 4 - 76 13/16" (6'-4 13/16") FOUNDATION & FLOOR JOISTS 81 5 . 96" (gl-°") ADAIR HOMES INC . 6 - 115 3/16" (9'-7 3/16") 1/8" = 1'-0" 7 - 134 3/8" (11'-2 3/8") 8 - 153 5/8" (12'-9 5/8") © COPYRIGHT 2006 NOTE: 9 - 172 13/16" (14'-4 13/16") 16' 10 - 192" (16'-0") SCALE AS SHOWN WASHINGTON & IDAHO DRAWNBY 2"0 WATER LINE BLOCKOUT AND 5"0 SEWER T 1 1 - 211 3/16" (1 -7 3/16") DATE 4/1/10 CODE: C, Do, D 1, D2 REVISED ON SITE IF REQUIRED. LINE BLOCKOUT LOCATION(S)TO BE IDENTIFIED 12 - 230 3/8" (I -2 3/8") 5/8" 13 - 268 13/1 �22 4 13/16 ) C 3 - 1843 AG STD - ELKINTON ® NO VENTS IN THESE AREAS. 14 - 268 13/16" '- " - NO VENTS 1N DOOR SITES. 24' 15 - 288" (24'-0") FOUNDATION DRAWING NUMBER \1 ---./ 3