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HomeMy WebLinkAboutBLD2013-00125 Cancelled Addition, Remodel - BLD Permit / Conditions - 8/26/2016 s Inspection Line (360)427-7262 MASON COUNTY CAE PT. OF COMMUNITY DEVELOPMENT Phone: (360)42%-9670, ext. 352 ;Mason County Bldg. III 42c %PJ. Cedar P.O. Box 279 Shelton, WA 98584 i� RESIDENTIAL BUILDING PERMIT BLD2013-00125 OWNER: RICHARD HITCH RECEIVED: 2/22/2013 CONTRACTOR: LICENSE: EXP: ISSUED: 4/29/2013 SITE ADDRESS: 200 E ROCKY POINT LN BELFAIR EXPIRES: 10/29/2013 PARCEL NUMBER: 122335000043 LEGAL DESCRIPTION: OLYMPIC SHORE TR A-22 &T.L. EX PROJECT DESCRIPTION: VNrSce TO SITE: ADD Master bedroom and master bath, MUDROOM AND AND KITCHEN / Mason Co. line at curve in SR302 EXTENTION. Remodel interior entrance to master bedroom,covered rch + roof extension above outdoor sink General Information Construction & upa Information Square Footage Information No. of Bedrooms: 2 Constr.: VB N. Type of Use: SF Insp.Area: No.of Bathrooms: 2 .Group: R3 Lot Size: Deck: Type of Work: ADD Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building:439 Valuation: $ 53,666.61 Building Height: 4c. Status: Seasonal Basement: cov porch 50 Manufactured Home Information SepockWtIRWation Shoreline& Planning Information Make: Length: Ft. Front: E 25. t. Shoreline: 55.0 Ft. Water Body: HOOD CANAL Rear: W 5 0 Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: N Shoreline Desig.: Rural Year: Serial No.: Side 2: S p. Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanic xtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 1 Venti on Fa IZi 1 Plan Check Fee TW 2/22/2013 $405.31 S2201300000001 Lavatories 1 Planning Review Fee TW 2/22/2013 $205.00 S2201300000001 Showers 1 Building State Fee DLC 3/28/2013 $4.50 S220130000000i Water Heaters 1 Mechanical Permit Fee DLC 3/28/2013 $9.00 S2201300000001 Dishwasher 1 ` Mechanical Base Fee DLC 3/28/2013 $28.50 S2201300000001 Plumbing Permit Fee DLC 3/28/2013 $43.50 S2201300000001 Plumbing Base Fee DLC 3/28/2013 $24.70 S22013000000D ADJUST--Plan Check Fee DLC 3/28/2013 $22.23 S2201300000001 Building Permit Fee DLC 4/24/2013 $671.75 S2201300000001 I A Additional Plan Check Fee DLC 4/24/2013 $ 109.50 S2201300000001 Total $ 1,523.99 BLD2013-00125 Please refer to the following pages for conditions of this permit. Page 1 of 6 CASE NOTES FOR BLD2013-00125 CONDITIONS FOR BLD2013-00125 1) 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 1-800-647-09 a—The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. x ✓ 2) 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 ' 3) Approved per di nsions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) The proposed project must be consistent with all applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason County Shoreline ster Program. x 5) All construction and demolition debris must be removed from the site after project completion. Proper Asposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X %ram 6) Prior to final approval, all upland areas disturbed or newly crea d by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X ,�'� 7) Temporary erosion control measures must be implemented to prevent water quality de radation of adjacent waters or properties. Silt fencing must be installed and maintained until upland vegetation has become established. X r; 8) 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. X �-e 9) 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 SSite Ian"to ensure these structures are shown and meet the setback conditions listed. BLD2013-00125 Please refer to the following pages for conditions of this permit. Page 2 of 6 10) All approved plans are required to be or-site for inspection purposes. i`an inspection is called for and pians are not available on site, `yen approval will not be granted. In addition, a re-inspection fee (refer to current fee schecoie, minimum 1 hour)will be charged and must be collected lv the Building Department. prior to any further inspections being performeb or approvais granted. X 11) 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 apoved documents will result in failure of required building inspections. X 12) Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option III, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.20 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38 advanced or R-49 standard, Vault Insulation R-38, and Slab Insulation R-10. In addition the following credit from Table 9-1 shall be completed: Option 6, addition less than 750 sq. ft X 13) A permanent certificate, completed by the 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 503.10.2, 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 0.00030 Specific Leakage Area(SLA) when tested with a blower door at a press of 50 Pascals (0.2 inch w.g.). Testing shall occur at any time after rough in and after installation of penetrations of the building envelope, including penetrations for utilities, plumbing, electrical, ventilation, and combustion appliances and sealing thereof. 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 WSEC 105.4 Certificate and 502.4.5 Building Air Leakage Testing. Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2009 Certificate" and are available in '/4 or'h sheets. The Mason County Permit Center will also have some available. X r`"1 14) A minimum of 50 percent of all luminaires shall be high efficacy luminaries unless lighting compliance was approved using the options available in WSEC Section 1520 or 1530. Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaries unless permanently installed outdoor luminaires are controlled by a motion sensor(s)with integral photocontrol photosensor or installed in or around swimming pools or water features. All fluorescent fixtures must be fitted with T-8 or smaller lamps (but not T-10 or T-12 lamps). Reference WS C 505. X BLD2013-00125 Please refer to the following pages for conditions of this permit. Page 3 of 6 15) All windows and doors shall be installed and flashed in accordance with the manufacturers written installation ins+ructions 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 R301.2 JA> 1BC 1609.4. The design criteria for this project is established at 85 mph wind speed, exposure C. X 16) 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 17) 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. X jG 18) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. X 19) Carbon monoxide alarms, listed as complying with UL 2034 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. New and existing dwellings within which fuel-fired appliances are installed, and new dwellings with an attached garage shall be equipped with carbon monoxide alarms. Carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms. X 20) 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 documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged�nall be collected by the Building Department prior to any further inspections being performed or approvals granted. X 21) 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 revocati x r, BLD2013-00125 Please refer to the following pages for conditions of this permit. Page 4 of 6 ' 22) The demolition and disposal of debris .r;ust meet the regulations of Ma en County and Olympic Reg icri ;;lean Air Agency (ORCAA). It is unlawfi„i for any person to cause or allow the demolition (or major renovation) of any structure unless all asbestos containing ma eriais have been identified and removed from the area to be demolished. Work shall not : ommence on an asbestos project or demolition project unless The owner or operator has obtained written approval from ORCCA.2490 B Limited Lacte NW, Olympia WA 98502, 360.586.1044/800.422.5623 www.orcaa.org X 23) 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. r X 24) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance r r gulation, must be reviewed and approved by Mason County prior to construction. 25) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENTAND 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 shay be made prior to requesting additional inspections. X 1 26) All property lines shall be clearly identified at the time of foundation inspection. X 27) 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 X Mason County r ances and building regulations. 28) 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 holder have pr�yLented action from being taken. No more than one extension may be granted. X 29) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY. X BLD2013-00125 Please refer to the following pages for conditions of this permit. Page 5 of 6 -his permit becomes null and void 0 work or construction authorizer,, is not commenced within 180 days, or if construction or work is suspe.nded for a period of 180 days at any ;i:me after work is commenced. =vidence of continuation of work is a progress inspection within the 180 day period. Final inspection mus: be approved before building can be occupied. Proof of continuation A work is by means of a progress nspection.The owner or the agent on the owners behalf, represents.hat the information provided is accurate and grants employees of Ma County access to the a ove described property and structure for review and inspection. OWNER OR AGENT: A DATE: BLD2013-00125 Please refer to the following pages for conditions of this permit. Page 6 of 6 Request To Revise An Approved Plan Permit Number: BLD4013 Name Pj r t �G� Parcel Number ( _Z33 -50 Phone Number daytime (ZCj& 2.3Z- Project Address Mailing Address Please p`vn id;�corr�plete, detaijed description of the roposed revisions to the approved plans: DD /D ✓" or e,--- ;men ion' Are two sets of the revised plans or addendum indica ' the ❑ 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? IE\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? t% Yes ❑ No If Yes, Is a revised site plan, with all new setback dimensions included with this request? L� Yes ❑ No Additional Information: 1 � LIv5 671 a �- Applicant's'signature Date: Office Use Only Received by: Date Sent Assigned To Approved By Pate 7 / Original Valuation: 14 �� $ 07.2 B• 1i Z a Additional Valuation: ElP. { Sq.Ft.�x$ LA) I V � Sq. Ft. x$ $ E Total New Valuation $ Additional Fees: ❑ P.W. Additional Planning Dept. $ Additional Plan Review, .F% $ Additional Conditions /Comments: Additional Building Permit 7 Additional Plumbing $ Additional Mechanical $ Additional E.H. Dept. $ Other $ Total Amount Due: $ Amount To Be Paid Up-Front$ }.} K;c,hLU a�� �L� 13 ©(9lLS ti CL if 2 v J o � re MIS 9.1 w S r 0 C CO CL i z a to s C s S tea ' o Is m m m m m m C' Ci z v CL —BLD2005-00017 Please refer to the following pages for conditions of this permit. 1 Of 1 rr 04.1"a 10:21a p.1 �v NJ Terry A. Nettles, R E.® I Consultin Engineer _ J _ structural & residential engineering 4 June 2013 Mason County Building Department 426 West Cedar Street P.O. Box 186, Shelton, WA 98584 RE: Hitch Residence Addition, Permit BLD2013-00125 Subject: Retrofit Holdown Response The original plan for this remodel / addition was to use the proprietary PIN foundation system and consequently, the calculation for structure holdowns on the outer wall of the new mud-room space used a tie strap to the foundation beam between foundation piers. Subsequently, the plan reverted to traditional concrete stemwall foundations and the contractor then missed the requirement for holdowns at these two corners. I have determined that the retrofit installation of 5/8" 0 threaded rod anchors epoxy set a minimum of 6-inches into the concrete stemwall and attached at the comer framing with the Simpson HTT4 model holdown will adequately meet all force requirements. N_P Terry A. ties, P.E., S.E. 13801 G`IS fE�" ORAL 7777 92nd Street NW Gig Harbor,WA 9S332 VOICE(253) 85&-7777 FAX (253) e58-7777 t A5Acl,V gtxrre r,--1 !/v 5ii�leam 4- 4 FKA:, , ?ac-rD A,�_ o v k-c'vr-- <,,�r�Jow L-e�-T�g- emu-- 67Y41 n-ev� c T- d �t Gv t 7?* t41 ?A+-C- CJ-v �r- -e w thr604144 014 7� S Sc&Z; Aa p"a (on 7-?-� SDOTtt-c� " SCOb` LCA -C i a OO/Y7*<7- WC- F-- yao U tc-" 6 it w I Terry A. Nettles, P.E. Consulting Engineer structural & residential engineering 15 July 2014 Mason County Building Department 426 W Cedar St P O Box 279 Shelton, WA 98584 Attn: Building Inspector RE: Hitches residence, 200 E. Rocky Pt. Ln Subject: Engineer's Review of Modified Wall Openings This letter is to record that I, Terry A. Nettles, P.E., a licensed Structural Engineer have visited the site of the referenced residence on 14 July 2014 to observe the modifications performed on the walls of this light wood framed residence. The builder has installed several revised window and door units in the walls on the south side wall that has no appreciable roof loads above, and on the west facing wall with a new door that has rafter loads over for the main roof. I've found that all of the headers used for the openings, that the method of revised wall openings, and the finish workmanship are well within Code standards, are safe, serviceable, and fully acceptable under the current IRC standards. A. NE WA' t►T�tc► 13801 Terry ettles, P.E. ALG Attached: Photo images of representative work 7777 92nd Street NW Gig Harbor,WA 98332 VOICE (253) 858-7777 FAX (253) 858-7777 - - Nam. r ----------------- _- 13801� 4_ -- k4 L q , lk •, � p,. Ng?,. 4�`, E waste 13801 A� f•Y�� r �� I � G '�/ItAL�G „p i A 4i K Order Number: 71304587 Page 2 of 2 Initials: Rough Opening Lite or Itm Qnty Product Code Width x Height Oper Sym Location Glaze Grille Exterior Jam Additional Options Pattern Hardware Size Unit Price Item Total (Inches) P Trim (inches) Options 1 1 C-IS-12 3/480-1 80 3/16"x82 1/2" O LIVING Insulated 1 W 5H Brown-Qion No Brickmould 6 9/16" Coating:2605 $6,424.00 $6.424.00 Inswing Door Sidelite LoE'-272 Equal Clad:001 Tempered Non-Stndrd White Mulled Unit SIM DL Colonial Doug Fir First item In unit LoE-189 7/8" Clear Int. Head:4 5/8" Drawing Required Stile:2 5/16" ^Price Factory Kick:6 13/16" ONO�GC:0.17 Vt:0.27 CR:45 2 1 C-ID-4880-2 >See item#1 IA LIVING Insulated 2W 5H Munchen/374 No Brickmould 6 9/16" Coating:2605 Inswing Door LoE2-272 Equal Satin Nickel Clad:001 Tempered Non-Stndrd -Trim Set White >See item#1 SIM DL Colonial US15 Doug Fir LoE-i89 7/8" -Hinges Clear Int, Drawing Required Head:4 5/8" Keyed Lock C;0.22 Stile:3 3/8" Brown-Qlon VC 0.36 CR:44 Kick:6 13/16" 3 1 C-IS-12 3/480-1 >See Item#1 0 LIVING Insulated 1 W 5H Brown-Qlon No Brickmould 6 9/16" Coating:2605 Inswing Door Sidelite LoE'-272 Equal Clad:001 Tempered Non-Stndrd White >See item#1 SIM DL Colonial Doug Fir LoE-189 7/8" Clear Int. Drawing Required HeadA 6/8" Priced by Factory Stile:2 5/16" GC:0.17 Kick:6 13/16" VC 0.27 CR:45 4 1 C-AC-30 00-1 102 3/4"x60 3/4" L LIVING Insulated 2W 4H Copper No Brickmould 6 9/16" Coaling:2605 $3,740.00 $3,740.00 Aspen Casement LoE2-272 Equal -Hardware No Sill Nose Clad:001 SIM DL Non-Stndrd Prem Screen While Mulled Unit LoE-189 Colonial BetterVue Doug Fir "First' in unit 7/8" Designer Sash 0.26 Clear Int. Vt:0.43 CR::4 433 Colnl Profile 5 1 C-ACP-4260-1 >See item#4 S LIVING Insulated 3W 4H No Hardware No Brickmould 6 9/16" Coaling:2605 Aspen Casement Picture LoEk272 Equal No Screen No Sill Nose Clad:001 SIM DL Non-Stndrd White >See item#4 LoE-i89 Colonial Doug Fir 00111111W411147 SHGC:0.29 7/8" Designer Sash Vt:0.49 CR:43 Clear Int, Colnl Profile 6 1 C-AC-3060-1 >See item#4 R LIVING Insulated 2W 4H Copper No Brickmould 6 9/16" Coating:2605 Aspen Casement LoEk272 Equal -Hardware No Sill Nose Clad:001 >See item#4 SIM DL Non-Stndrd Prem Screen White LoE-i89 Colonial BetterVue Doug Fir SHGC:0.26 7/8" Designer Sash Vt:0.43 CR:43 Clear Int. Colnl Profile 7 1 C-AC-3642-1 36 3/4"x42 3/4" L MSTR Insulated 3W 3H Copper No Brickmould 6 9116" Coating:2605 $1,148.00 $1,148.00 Aspen Casement LoEz-272 Equal -Hardware No Sill Nose Clad:001 SIM DL Non-Stndrd Prem Screen White i SHGC:0.26 LoE-189 Colonial BetterVue Doug Fir Vt:0.43 CR:43 7/8" Designer Sash Clear Int. Colnl Profile 8 1 Box Screens(3) $62.50 $62.50 9 1 Boxed Window Hardware $62.50 $62.50 MASON COUNTY PERMIT NO.f_ -D 2-" )3^ BUILDING PERMIT APPLICATION �501 2'5 426 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 L 0 � O -f-VaJ1`4 14 IrL H Company Name Mailing Address 2_1 2F, "�a r'�`tee Mailing Address City Mt' yy2-�,"Z ln�, • State w/"S Zip Code L�'OLo City State Zip Code Phone'(''-L��- Other Ph. Phone Other Ph. Lien/Title Holder Contractor Reg. # Exp. E mail address CC C-(L j Ad i +k t5f � CLc� - L;t�v%'' E Mail Address Drivers Lic.# DOB I Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic k Connect to Water System Name of Water System Well Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No --To r'or' 3 Fire District Legal Description MPiC, Sttv'( 'tr2- A\-ate $ T. L- , Lf Site Address (Please include street name, street number and city) act y E­ (ZCc-1,�-l pa 1 Q 7 t-M: i�-e l C ,r Directions to site Will timber be cut and sold in parcel preparation? Yes o' Is property within 200' of Saltwater5 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 A Alt Repair Other_ PRIMARY RESIDENCE E] SEASONAL Use of Building Sr-r2 Describe Work�' t k -A t'v`G`'Q- beck 12— YanAA hir-) No. of Bedrooms a No. of Bathrooms c-1_Square Footage- 1st Floor 2nd Floor' 3rd Floor 0 Basement Deck Covered Deck_ _ t Xt flq ft-' Garage C7 Attached " Detached `: Carport Attached Detached , MANUFACTURED HOME INFORMATION - Make is 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 CONT��I UATION OF WORK IS BY PAEANS OF A PROGRESS INSPECTION. X r�,�%:'l�c�,� /_Zf Date: Owner/Owners Re resentative/Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POINT DEPARTMENTAL REVIEW APPROVED DENIED N TES Building Department Planning Department c.p /off Environmental Health Departme t Public Works Department Fire Marshal FEES Building Permit Fee 7S Site Ins ection Plan Review Fee EH Review Fee Plumbin & Base Fee �� 5a PlanningReview Fee Mechanical & Base fee Other Wood/Gas!Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal 'uation $ S TOTAL FEES 3 QA � Cfl o 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 INFORMATION CONTRACTOR INFORMATION Owner G� Company Name Mailing Address Mailing Address City State Zip Code City State Zip Code Phone Other Ph Phone Other Ph. Lien/Title Holder Contractor Reg. # Exp. 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 Site Address(Please include street name,street number and city) Directions to site Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream 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 Furnace Bath Tubs 'v A Heatpumps �cac /esS eX�Sf Showers Spot Vent Fan / Ito/a f15 Water Heater 1 Propane Tank Clothes Washer Gas Outlets Kithen Sinks Wood/Gas/PelletStove Dishwasher _� Kitchen Exhaust Hood �C C— 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 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 CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. /v,\/G_ �V/0 eh� X Date: Owner/Owners Representative/Contractor (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 DIRECTIONS TO HITCH BEACH HOUSE 200 East Rocky Point Lane Belfair,WA cell: 206/459-6980 or 206/ 714-7675 We are 62 miles from Mercer Island (During normal traffic allow I hr 30 minutes. The traffic congestion seems to occur near the Tacoma Dome) Take I-5 to Tacoma (approx 36 miles) Take Exit 132B "West 16 toward Bremerton" Continue on West 16 to cross the Narrows Bridge—no toll going West. When you start across the Narrows Bridge,set trip meter Continue on West 16 for 8 miles to "Purdy/ Shelton/ Key Center" exit. Take exit,turning left at stoplight which will lead you across the Purdy Bridge. Reset trip meter. It is 6.5 miles to the stoplight which says "Allyn Shelton." Turn right, on West 302. /Elgin Clifton Road is its local name). Reset trip meter. Only 5.6 miles to go! As you get close speed signs try to slow you to 30MPH and there are yellow highway signs showing a sharp right-hand curve. On the left side,watch for a big wooden sign which says "5580 Andrews" which is very close to the top of our road (E Rocky Point LN) West 302 has a fairly sharp curve to the right. With caution,you will carefully go straight onto the private drive. Several driveways converge here. Our driveway is the right PAVED black-top driveway. Going straight, follow the driveway down, turning left by the mailboxes. Keep driving. Turn right when you can't go any farther at the shingled house. Then left. We are the white cottage with blue trim, grass lawn, and matching storage shed. FOR BOATERS: GPS is Latitude: 47 degrees,21 minutes,515 seconds north Longitude: 122 degrees,48 minutes,407 seconds west A 2 Jeanne Ratcliffe-Gagliano From: Allan Borden <Ahb@co.mason.wa.us> Sent: Thursday,January 24, 2013 9:48 AM To: Jeanne Ratcliffe-Gagliano Cc: Allan Borden Subject: Re:waterfront setbacks Jeanne Gagliano: I reviewed the site plan drawing sent to me as a PDF. T rye ea�em_entj and t : diiii+ tback standards; each is behind the view commonline and each is greater than 35 feet from the shoreline bulkhead. Please note that setbacks are measured from the projection of the proposed structure (roof eaves and elevated deck surfaces) to property lines or to critical area boundaries. Your drawing appears to show side and front setbacks from proposed new walls of the additions. If you have additional questions concerning development, please contact me. ,Wanner- Long Range &Site Inspection q 4pP.O. Box 279, Shelton, WA 98584 60) 427-9670 ext. 365 >>> 'Jeanne Ratcliffe-Gagliano" <jeanneC�olivearc.com> 1/23/2013 4:57 PM >>> Hi Alan, Thank you for speaking with me today. Attached is the proposed site plan for an addition to an existing cabin located at E.200 Rocky Point Lane, Belfair, WA 98528. Parcel No. 12233-50-00043. As you can see from the image, the proposed addition is about 55' from the shoreline. I believe both neighbors are closer to or as-close to the water as this home. We are getting ready to have the plans engineered, and would like to verify that the footprint for the addition is acceptable. Thank you, Jeanne Gagliano i Ratcliffe-Gagliano Architecture 7713 Pioneer Way, Ste A Gig Harbor WA 98335 253-858-7760 z I m Z r O u D� � o � u c o � 145 ft.6.00 in. CIX X X X X X X x x X X X X X X X : av.....................................f............................. x - e Vv Q z CD w i a CID CL 11 3 Z -oil `' tate _ a ------------- ------ ... �. - �—20 ft. ► 175 ft.0.01 in, m l • o 16 Px u � �'�' � �•. �' • .Volfir 122335000005 �.. ..a ilk.. ,.d fJlY 71 � � .. .• � 122335000044 �..F _ 40hr _.... 122335000045 P tM 122335000006 } 1 inch = 50 feet STRUCTURAL ENGINEER: TERRY NETTLES ` 7777 92nd STREET NW GIG HARBOR, WA 98332 Ph: 253.858.7777 1 �e�ln i c 1 -Private Tidelands- _ Ike i I — d� -Nan or I 135' Well- f ....... - o 0 S_ XK— X �- X - X p• X r7 ry I - - x hII .... 6 T,e IN X — � Q - X ; © APPROVED - X MASON COUNTY DCD PLANNING X p�171�� SITE PLAN REQUIRED TO BE ON SITE X ���J 6+°" CHANGES UBJECT tOAPPROVAL � y/-� © gy Date (3 ` _ X , � � oNle { PLANNING : x Spike �,� SFIa ALL SETBACKS ARE IVLASURED �; FROM THE FURTHEST PROJECTION OF THE BUILDING Non- Ne pIke Access - Spike Easement Line ^ _ 100 ft. SITE PLAN -AN NOTES JOT A SURVEY. ALL DIMENSIONS, TOPOGRAPHY, WETLANDS TO :IED ON SITE. NO LIABILITY IS ASSUMED FOR VARIATIONS MINED BY ACTUAL SURVEY. 1 STRUCTURAL ENGINEER: TERRY NETTLES 7777 92nd STREET NW GIG HARBOR, WA 98332 Ph: 253.858.7777 103�1 .613, g 1n• r _ -Private Tidelands- Ike Plan or 135' JF wel, - c - o - o • X Ste. - d S X x x a�r - - x x rJry Imo • I _ _ x ,'120� C q x � _ x p - X ; ENVIRONMENTAL - x a�m�� HEALTH - X rill - F x X :Spike NoAcce s SpikeAPke Access - Spike Easement Line 7-7 00uq S 0-.313L3L Q a vi3, °0 SITE PLAN 4At A �e�OV 1"419 cti,�Fp N NOTES � ' �Tti � 0 !OT A SURVEY. ALL DIMENSIONS, TOPOGRAPHY, WETLANDS TO "IED ON SITE. NO LIABILITY IS ASSUMED FOR VARIATIONS MINED BY ACTUAL SURVEY.