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BLD2014-00285 SFR - BLD Permit / Conditions - 4/9/2014
111bPCI.IIVII LAIC`JVV�YLI-I GVG MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 279 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2014-00285 OWNER: RONALD GRIFFEY RECEIVED: 3/26/2014 CONTRACTOR: LICENSE: EXP: ISSUED: 4/9/2014 SITE ADDRESS: 18664 E STATE ROUTE 3 ALLYN EXPIRES: 10/9/2014 PARCEL NUMBER: 122205011005 LEGAL DESCRIPTION: ALLYN BLK: 11 LOTS: 5-6 PROJECT DESCRIPTION: DIRECTIONS TO SITE: REPLACEMENT SFR (ORIGINAL HOUSE DESTROYED BY FIRE) FOLLOW ST RT 3 TO ALLYN TO SITE ADDRESS ON THE RIGHT SIDE, **EXPEDITED"' SHARED DRIVEWAY WITH 18662,18660 General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 4 Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: 3 Occ. Group: R-3/U Lot Size: Deck: 297 Type of Work: NEW Fire Dist.: 5 No. of Stories: 2 Occ. Load: Building:4,420 Garage-Attached 2,103 Valuation: $ 589,058.26 Building Height: 29 Occ. Status: Primary Basement: COV PORCH 435 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: W 30.0 Ft. Shoreline: 16.0 Ft. Water Body: CASE INLET Rear: E 16.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: N 31.0 Ft. Shoreline Desig.: Urban Year: Serial No.: Side 2: S 6.0 Ft. Comp. Plan Desig.: Urban Growth Area Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 3 Furnace<100K 1 Plan Check Fee GMM 3/26/2014 $2,355.11 S120140000000i Lavatories 5 Heat Pump 2 Planning Review Fee GMM 3/26/2014 $205.00 S1201400000001 Bath Tubs 2 Ventilation Fan 5 EH Minor Plan Review BJS 3/26/2014 $ 100.00 S7201400000001 Showers 1 Dryer Vent 2 Building Permit Fee LDK 4/8/2014 $3,661.25 S1201400000001 Water Heaters 2 Exhaust Hood 1 Mechanical Permit Fee LDK 4/8/2014 $ 130.90 S1201400000001 Clothes Washer 2 Mechanical Base Fee LDK 4/8/2014 $28.50 S1201400000001 Kitchen Sink 2 Plumbing Permit Fee LDK 4/8/2014 $206.30 S1201400000001 Dishwasher 2 Plumbing Base Fee LDK 4/8/2014 $24.70 S1201400000001 Hosebibs 5 Total $ 6,711.76 Laundry Tray 4 BLD2014-00285 Please refer to the following pages for conditions of this permit. Page 1 of 7 ' CASE NOTES FOR BLD2014-00285 CONDITIONS FOR BLD2014-00285 1) Approved per dimensions and setbacks on submitted site plan; shore setbacks include 4-ft. overhang on that side. Setbacks are measured from the furthes pr jection of the structure. X 2) The proposed project must be consistent wi h all applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason County Shoreline Master Program.X 3) All construction and demolition debris must be removed from the site after project completion. Proper disposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X kx — 4) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or wetlands. Silt fencing, straw, or surface matting must be installed and maintained until upland vegetation has become established. X X&c 5) Concrete leachate must be contained during construction pouring, such that water quality degradation of adjacent waters does not occur. X &L 6) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approve to Plan"to ensure these structures are shown and meet the setback conditions listed. 7) 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 �jJ 8) 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 ,d_ BLD2014-00285 Please refer to the following pages for conditions of this permit. Page 2 of 7 9) 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 AA,1, 10) 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 Depart prior to any further inspections being performed or approvals granted. 11) 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. 12) 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 ;narked "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 & — 13) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X Q,0%& 14) 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 Department prior to any further inspections being performed or approvals granted. X 12,<1- 15) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. In addition the following credits from R406.2 shall be completed as follows: 1A& 3D X ;e,% BLD2014-00285 Please refer to the following pages for conditions of this permit. Page 3 of 7 .4b) A permanent certificate, completea oy the owner, ouiiaer or registerea uesign plulesslunal, JIICII UC pUJIeU WIU Ili UII CC ICCI UI UIC CICULIludl UIJUIUUUVII panel. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 105.4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 750 square feet. Reference IECC/WSEC R401.3 & R101.4.3 Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2012 Certificate" and are available in Y<or%sheets. The Mason County Permit Center will also have some available. X 6�6 17) A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. x �-h r 18) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. (IRC 2012 R905.2.8.5) X 19) 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 AAA 20) 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. C. No foundation drains within 30ft, down gradient of drainfield/reserve area. X 9,4- BLD2014-00285 Please refer to the following pages for conditions of this permit. Page 4 of 7 21) Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. X 6,` 22) 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 X charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. 23) 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 'em 24) Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.6. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure-sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181 B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches (38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation instructions. Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be insulated to R-8 DUCT TIGHTNESS TESTING shall be conducted by person(s) trained to perform such testing. A signed affidavit documenting test results in accordance to IECC/WSEC Section R403.2.2 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles, "Duct Leakage Affidavit"or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not required if the air handler and all ducts are located within the heated space. X &lam BLD2014-00285 Please refer to the following pages for conditions of this permit. Page 5 of 7 25) 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. X 26) The placement of buildings and structures on or adjacent to slopes steeper than one unit vertical in three units horizontal (33.3% slopes) shall conform to the International Residential Code Section R403.1.7 for descending or ascending slopes. Alternate setbacks may be approved subject to approval of the building official based upon the investigation and recommendations of a qualified engineer licensed in the State of Washington. Such an investigation shall include consideration of material, height of slope, slope gradient, load intensity, and erosion characteristics of slope material. X 0&b�- 27) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance o�gulation, must be reviewed and approved by Mason County prior to construction. 28) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. X 1 AJI 29) All property lines shall be clearly identified at the time of foundation inspection. X lle^4- 30) 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 ordinances and building regulations. X /2 31) 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 prevented action from being taken. No more than one extension may be granted. 32) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X BLD2014-00285 Please refer to the following pages for conditions of this permit. Page 6 of 7 33) Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X_9L-L OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. "a""�A 51- Signature Date 414P`� OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2014-00285 Please refer to the following pages for conditions of this permit. Page 7 of 7 o CONCRETE MECHANICAL MANUFACTURED HOME X O Date G / _ O 3&J1�t By �. ,lx. -1 Footings t Setbacks Ribbons Gas Piping M o Interior Date By Interior-Date By Date By 00 Exterior Date q/�lK By LEA Exterior-Date B Set-up � INSULATION p Point Load!isolated footings Date By Z BG!SLAB INSULATION D Date �� 2��I-A By Llott:. Data ay FIRE DEPARTMENT r Foundation wails Floors Date By 0 Date By Data m By LOfG DECKS FRAMING walls Date By Date By Data By PROPANE TANKS PLUMBING vault Date By Data By OTHER Groundwork Attic Type, �i�..� r Date )7.3)l� By �� Date By Date �jIZfl�W �{ By 1M�u D.w.w DRYWALL Type- Int.Brace Wail Date By W Date t ry By 1-01 Date. By FINAL INSPECTION 0 m Water Line � i Firs Separation � m Date By •V�t` Date By Date 7 ►i )� By s Pass or Request Inspect. c Type of Insp. Fail Date Date Dane By Comments co a cn N CD �t+vC— L QLA O 0 C o' IL jv 4 i/' / PLY )I Z3 / L c k- �, �t,•sre t� yi.,L yr r� 3 S P� YYJt �✓`� t�i G lC, G ti<5 CjuruiyPi r`CNCe sv m �S�c-r c✓� �1 G ss b L`f-/ ^rgTH H. .kF;�VY R'AS Mr. Ron Griffey 8/14/14 Kenneth H Swartz, PE Swartz Engineering +ss1 IvALV,* PO Box 532 Silverdale WA 98383 Q 360-710-3625 _ SUBJ- LFRS ENGINEERING GRIFFEY RESIDENCE—DETAIL ME 1. As requested, I have evaluated altering Detail by connecting the 2x8 block to the shearwall top plate using nails in lieu of the A34 t iT 2. The proposal is acceptable by nailing'the 2x8 block to the shearwall top plate using nails or(4) 1Od nails. g(3) 16 d 3. Please do not hesitate to contact me if you have any questions or concerns. Respectfully, 1enneth H Swartz, PE 106&—I"c5e`l`1P) ZYS BIZ'tY Its"bc. (-*("a(Tw' AWK r'b F. - use L ITHE R n y Mr. Ron Griffey 4121/14 a„tiTH ii. �� OV ')AS Kenneth H Swartz,PE Swartz Engineering — PO Box 532 Silverdale WA 98383 .sus TIE 360-710-3625 0.N7 Lti~U At SUBJ: LFRS ENGINEERING GRUny R-EFIDENtE .. # Encl: (1)Revision 12/29 1. As requested, I have evaluated the proposed changes shown below. 2. The proposals are acceptable with no change in engineering required. 3. Please do not hesitate to contact me if you have any questions or concerns. Respectfully, Kenneth H Swartz,PE IN UW cep Z-Wa a- �t'-MEM LO CA iota� t • - a v� - I AND 5A-5e jffik a 5/11/14 Mr_ Ron Griffey 2 Kenneth H Swartz, PE Swartz Engineering PO Box 532 �ONgLtiro Silverdale WA 98383 -k� 360-710-3625 SUBJ: LFRS ENGINEERING GRIFFEY RESIDENCE-DECK POST BASE BRACKET Encl: (1)DECK POST BASE BRACKET 5/4/14 1. As requested, I have designed a post base as a substitute to the Simpson PBS66 shown in Detail PK. 2. During my evaluation I realized I had incorrectly annotated the brace to be spaced at 8-feet. The beam/brace/post assemblies have been designed for 13-feet spacing for 42"wide deck and 40 psf live load/50 psf total load. I have annotated this on Enclosure (1) also. 3. See enclosure(1) for subject post base. 4. Please do not hesitate to contact me if you have any questions or concerns. C A 3 t Respectfully, I Kenneth H Swartz,PE e s z,1. �•n L MAD 0 Arr 5/4i w f PROJECT - SWARTZ ENGINEERING m GPtlFFEYRssklsllee fF199! 3r1 4 Wildws Design Group st Keaae&h H Swuu.PB Lateral Faee Res Sys ej5� 12127 Ckwdy Peale Ln NW 0203 m.s Deek Knee&Seas PO Box Sit S f �! S'ilvtnImle WA 99M f 360-710.305 4- i/Z-oTfada P46 U:tNb 5111�PYA1 •'Ser�aR•11p- AL4 JINN n.1 DO B �2)RcS • � � Kev S/g/� Ste'0'1�iRit ; 5u4s 51ht FSL jw l 2i�C, i .ALL l Eu 1 j I , _ E rOUNJle'�Yu , ' z AAA B-6 1�Tri►i.sw. VILLAS ti- S/14/14 Mr. Ron Griffeye '1 Kenneth,H Swartz,PE Swartz sneering r�srtiR�' PO Bo, Cssf�<\ALtir�` Silverdale WA 98383 360-710-3625 SUBJ: LFRS ENGINEERING GRIFFEY RESIDENCE—DECK via CANTILEVER JOISTS 1. As requested, I have evaluated using cantilevered joists in lieu of using Detail PK where the floor joists run parallel to the proposed cantilever joists. r. 2. The proposal is acceptable per IRC (2012 edition)paragraph R502.3.3 and Table R502.3.3 Use 2x12 deck joist, backspan it 3x the cantilever, nail to the ad (2). jacent floor joist using the TJI method F1 (uses a wood backer and specified nailing) as shown in TJI Joist Specifiers Guide TJ- 4000, shown on page 12 of the 2008 edition. 3. Please do not hesitate to contact me if you have any questions or concerns. Respectfully, Kenneth H Swartz, PE j Zxlz @IV i f F 1 t YYd PK FK 1,5�n1 CONCRETE Gas Piping MANUFACTURED HOME Interior-Date By Footings 1 Setbacks f�deq r_Date By Ribbons Dale BY INSULATION Date BY ounrtatiort Walls Set-up 1 t3G/SLAB I NSU LATION \� Date By Date By Date By ..__.._ ... FRAMING Floors FIRE DEPARTMENT Date BY Date By Date / B. WallPI..UMB Date eg By bete By Groundwork vaulDate t TANKS Date By By attic OTHE�� D.W.V ,/� TyPe: .�.� Date By VIY T"4h Date By DRYWALL Date DMIM Water Line Dew BY Typa: V� Date $ 13 Iti Byt,01 Int Brace,Wail Date By cn MECHANICAL By FINAL INSPECTION CD Fire Seperabon Dste By Date By Date BY Pass or I Req uest Inspect. Type of Insp. Fail Date Date Dane By Comments O V r\ �y0 CD I Z61 13 lam( 0 y r,..•` i z, ,Y LPL ��.•� j Z, 13 y (D Ae � �5� a Is �� ►� y10Y v 0 'Permit# � MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been u.n,,d: Items listed below rust a corrected to gain compliance v z0 z yr ,-C kr e!bz '7"! �- d2 fr�v�' I�ICG-s S 5 lam, a Iv C d'f deA n f1 w n i N •Ti i.s k � UsevL c•y� St ou are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK Call for re-inspection when corrections are made before continuing ❑ please contact our office ❑ Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to damage incurred by recent "natural/man made" ❑This is not a complete inspection disasters.This is NOT Date9ll 1� Department CORRECTION NOTICE. T Inspector �L #)*j NjT RivloV` THIa TAJ7 Permit# MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location IC,d U L� e 94, 4f 3 This str cture has been inspected by Mason County Building Department and t e following VIOLATION of County Laws and Ordinances has been fo d: Items listed below must be corrected to gain compliance rY Meul Cep i S,f -e e-CA ja44 i en,.- w. A)s m kdo oru,- ewt l-�cv -emu ��- rw� so w nc�c- 4.3E- vAtilr 1l .a Est..�� C�� C r• ; �u5 �h �. r�� I� G�r� �t7.�. s few. �I�,t,� k rc �u •�l �, You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office 'Make corrections, items will be checked on next inspection regarding possible structural OK to —r-CY'ADi ^�r �i>'�� �n�.f� C>0 _ damage incurred recent "natural/man made" ❑This is not a complete inspection ,, disasters.This is NOTa Date l Z 1101 i 1 Department 1Y'�� CORRECTION NOTICE. Inspector LIB ff ,o* � f "* ,#T , Iml* z■ A ' TH/ , T,,w= * Aw �:'_�' � � �• � • f i 'O! ��• i� ; y�r t•• t �'., 3� y, art ��_ 'r f t ..�.�; e• iCa.T,,,;; '_. re,i ,� , as > ;' xL, . Fa+ - :,3 " iy.,r r��- � i i.� t jay*' :p i' (( � ;:( •... • .. ay't,�..� Cam;. �� � - - ', .f;. � _ � �.. t**.LL _� •.�I�� !'"f t-' �` �T�'_ � i� .r. �' is � � .aa� �J.� - n: Z7 no, r gON cot" " sp MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 279, Shelton, WA 98584 1854 www.co.masonma.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 REQUEST FOR BUILDING PERMIT EXPEDITION Date: /q Permit No.: i]61e'A20I'-� Name: --P)OYeX-_C c'L G r l ft.. Jc ; Mailing Address: �� �oX 20 l ,Al I c,vK C� A `ate Z�L-t Parcel Number: 1'-Aa2�L ;0+ I ) Dos Site Address: 18 E 3 �I Request due to: ❑Medical Hardship Ore Damage ❑Other Explanation of Hardship: 5 EE S 4) 1 201 - 0600 9 - 31e! 20 i L-4 • CxOBO Must include supporting documents, this may be a letter from a doctor, insurance claim report, report of fire damage from appropriate fire district representative or other relevant documentation. I (WE) understand the intention of this form is to determine and document justification for expedition of a building permit to a or reconstruct a structure on the above named property. Signature Owner /Agent: OFFICIAL USE ONLY Request: pproved ❑ Denied Date: / Request denied for the following reason(s): Signature: Director of C mmunity Development 112711014 M axxi Cmx tyFD#b:2014-DOW 7Uj- n Incident Type: Location: 111-sn0dia.y fire APR 0 3 2014 -" "C{, �•� 18662 E State Route 3 } ar Allyn WA 99524 - FD1D: 23D05 Incident#: 2014-0003 : LatJLon9: Fx re ID: 7448457 N 470 23'&91- Ear , r n FXPMLre#: O ti W 1220 49 Incident Date: 01/01j2014 u Dispatch Run#:14-pE►DOZi Zone: _ - Area 1-Allyn/Victor Mason county FD #5 Location Type: 1-street address Station: 001 Map Page:F108 Shifts Or platoon: 8 Shift Report Complete7by: Not rOmpieted Report Reviewed Not Reviewed Report Printed b Patti, bfichael D 113,Y68 Date:1/2712014 Time: 12:08 Structure Type: Endosed building Property Use: 419- 1 or 2 family dwelling AutornatIC Extinqui5hmmnt Sy Stern Present: 11 E?etectors Present: 0 Cause of ignition: Unintentional Aid Goren or Received: None Primary action taken: 32-Provide basic We support(BLS) Adddionat actions: 34-Transport Peen•- Losses pre-Indent Values 1 300 .00 Civifen Injures: i Fire Service Injuries: Property: $3Q0,000.00 Property: $ 0 Contents: $150,000.00 Contents: $150,000.00 Civ�an Fatalities: 0 Fire Service Fatalities: 1 0 Total Casualties: 1 ua I Toni Fire Service Caslties: 7rrta1: $450r000-" Total: $'i50,000.0 26 Total#of apparatus on mlL* 16 Total#of Personnel on cau- Faaciive RRATIVE ed a medium sized 2 story, resident7al structure with f-&E dispatched tar a Deck fire Allyn. ES-1 arrwed on scene report est�bC�shed Allyn mrrsrend_pca►pant from fvP on Lfie second floor,�, laid a supply tnle at the top of the driveway, fcrewaks. E4-1 the structure Stated that art occupants were out of the structure, and that the fm may have bC-m started by via an access door and vandOW deployed an 1 3/4 hand{me to the bravo side of the structure and initiated an ethe fire was to the residential part the on the second floor, bravo side.Attack had�e effect on the fire. At this Pure through a staff+!'may inside the garage on the structure. M5-4 crews deployed a second 1314 off FS 1 and entered the strtxtu ed Y made entry to the top of alpha side. E5-8 deployed a ttie d 1 3/4 to the deLa side for exposure t. 00 was assigned d safes. 505 was assigned water supply the stairs, but excessive heat prevented annyff� an off ernive fire to a defensive fire_ 550 was assigned bravo which had been estabfisi�eti. At div point, an attempt to snake an offensive attack through a securrd stop' division,and 594 assigned delta division. At a tat Defensive oPeratiors vrere wntmued. An excavator was brought in to pull Wrdow on the e ebravo side rP attempt e�ctingu'shrrrent.At Approx. 1100 hours, command was transferred to Lt.Roberts- debris away INVESTIGATION REPORT: and responded from residence at 0326- Upon arrival, checked in with ConYrafnd 502 received the report of Fire by telephone Fire suppresSiGn (l T E IpC,E}and received a situation and safety bri-r"from the SAFETY Offrcer,(Chief t sides. investigation began rnra11 crukoe hose strearTs in Place and heavy fire showing it was operatlorcS were still in Vvgr manner. Upon arrtvmg cxc side"C"(FJ\5T). with external 360-dc9ree.external exartvratiUn of structure.Ina clockwise oceSS and noted buikli{rg had ah ady collapsed onto Itself- wtea was briefed on the[se ir+v�ti9ation Pr Investigator was introduced to Tanya GREEN,who s a fanily rnenber• agreed to sign a COS TO SEARCLI Form y�was in the structure at the titre of the fie. was introdtx�d to CHRLSf y Rhodes E�►1F.DOB 07/17/1976), sprneone yelling Investigator210[?-2130 hrs;was asleep and was awakened by CHRISTY states that she went tc bed approxrmtely "FIRE"; another uvenle rr91e were in the house as WeE CHR.ISTY states that her son RONAID and ] { STY states that she-antes, but outside the residence, and denies that either of the boys smni�e; CHRISfY states that the Lxlys had flreworla; she did not hear them dls-"r9ed tonight. when cr+uISTY was made aware of the tire,it was the size of a"sheet of Plyti MW; ���r:,�i�d,=,e� as���= r++,�¢usecrxe esr�g 'lr�0f� �yrfirslprirt�sP tprilP�28P' ►YP� P`urr>ih r Z'd ebC.80 t7 - �0 .iav Mason C-mV Fo#s:2m4-000a _ .. lrrtr2D14 ed to use t and then led 9 1-1. CHRISTY states that she boked for and located a fire extinguisher, attempt APR U 014 Investigator spoke to Ron C-Rif CHorteowner,WI 1, DOB 091141195.1)who states that he and his wife,VIOLA, had left 7 house on 12f 30J13(Monday)and that Ct1EtiSTY��}clo LLD` h��y�to�ryt#iing in the ehouse��31st.Tfine in the 4"TE R ST was secure at the time that they left.Their g investigator spoke with RONALD C RHODFS(W/M,DOB 12112f 19")in the presence of his Grardmother,VIOLA Griffey and Mother, CI-IRTSTY Rhodes. Ronald provides the fore: RONALD aril ZACH(Zach MARKS)were in t#ie house this everrrig; RONALD states that ZACH brought beer to the house an dthe two of Ulem drank it; RONALD states that Ronald and ZACH discharged fireworks on the beach for about 30-35 minutes on the beach and then retired to the house; RONAU)states that he went to his bedroom(SW Corner)and ZACH went to the tverg roorn and went to bed between 0100 and 0130; RONALD states that he woke up to ZACH yelling"FIRE'; RONALD denies 5rr6drIg and states that ZACH does not smoke; Normally the is where a couch is RONALD states that he saw the fire on the right side of thre deck against the horse; positioned. it�l, -he" been ti ar►Wrted by Fire DEpartrnerk Investigatrx then traveled to Mason(;elieral a re. According to the Admissions Clerk,�ad been ani)ulance earlier n the it t entr to interview him regarding discharged to his parent earlier in the momun9. operation continued. 4ue the the cotapse of the deck area and Investigator returned to the fire scene, where supixe"" use of an excavator to remove conbus to prevent further fire spread,there was no chance to visually examine the ar t�s ea identified by CHRTSTY and RONALI7 as the Origin Area. After discussion with the property owner and Incident Conrmnder,The investigator turned the property back to COMMAND and secured. CONCLUSION: After Irked visual examination of buiding rermins, and interviews with occupants, It is MOST PROBABLE the the cause of this fire was the discharge of fireworks, that landed into combustibles(furnbre) The mrr>bust s eventually ignited and the fire, in turn,spread into the Crouse. THIS hypothesis, however, cannot be confirmed due to the complete cvnsurrption and de_st ction of the identified area of origin and lade of any certaarty in the rrtervrews from witiesses. THEREFORE,The fee is considered f 7NDEIERMIWD in ORIGIN- M-id-iael D. Patti, WA-CFI' 71KDC-C itnt Fire Chief/Fire Marshal m dispatch-. ON FIRE -- 5 FOOT I1_AMF-S-•_ APPROX 5-10FT WIDE----02:35:05 0110112014-EarN.A{hson PUD AQV 02:41:22 Allison ado pud its a conFirn�d Rawkngs,Mice Per e58 torte dirt 11 to cover�Y 02:51:40 O1JOl/2014-Early, M02:53:36 01/Oi/2014-Ravv6rigs,Mike f500 request aN��and comrrnnd 03:41:25 O1jO1J2014-Raw mgs, tone bait 4 for 15$03:43:01 01/01(2014-RawCirrgs,Mrke chang�9 to defensive fie do alert 05:01:40 01/O1f20way access 14- Rawfings,Mike regdot f 5r traffic DA�MACM ADY WSP NEED DOT FOR TRAFFIC CONTROL O nb lanes b 6 0110112014 bcked nroiled 1 Raw'�gs Mike 05:02:41 O1/01/2 dot er from 3 at county fine APPARATUS E-58 ALSunit . _ NB--L-5S4 Type: Unit . ._ - _ - - htsa- - Res Respoase Mod . ndUse ode:pn M Wts and5� _ . . . .._,.. - - _... GP_ t .. . ... _.._.._—_.Ol 01__014 p2:32:03,_. - _Alarm 01_(Dl/201!4 02.3403 , _-A�' 01/O1 j2014 02 32 48 01101 1402 32:48 .._... .-_ p�spat __-. _ 01/{11ROI4 02 36;32 _.__.. Mpatched .. _. ._..._ 01/01/2014 p2.35.53 _._ . Enroate .... ._..._... 414 route - 4 02 51�213 An ived _ .. --- . - - - ai loCRO ....__.�. l_ Amved _._.. .__..___-.-- CanceOed _---... .. 0:2d4!4 _. - 120 Cancelled ".�.__.� _-_ _ .... . ... . ._. .. _ _..._....... 410 ne -- .�. _ red Some Ol[-dif201_ ._._ Cleared tion -_ro# - See At Destination _.- _ ._...._/� . .. _ - __._._._ dared Dest+natioe� !- _ CleIn�ared Destmatro_._ ,_ _ _�(nlarters..._._._....._......_...._ 10'Z0 __ — !--/ �..._�. .._.._.__.. . 01 J01/2014 --. Q�� - _ ke 01OIL 410 20'LBO _ ._ n knit. ie •- _ 38d]rinttype=4gBi�ypera�ic=S dspa0er�idl=is434sasd,isPatieni E'd e9C:80 bq Co -idd Apr 03 14 08:34a p.1 APR 0 3 2014 'F 426 W. CEDAR ST Li 6'lu-k cad AA-,t Ve p•-.. Sci7+� w 'ram ti Cot, 2 MASON COUNTY PERMIT NO. 302-014:L62e6 DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext 352 I I� t;,t PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext.352 BUILDING BUILDING PERMIT APPLICATION A 4841— ue� VC OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:,�4�,, J k Q Cv-, ac P&4 NAME: Z E Q AV IZ' s nQ 4 MAILING ADDRESS:Qa ?6« -Do I. MAILING ADDRESS: P63.,r. %5 CITY: Nlk 4 i,3 STATE: W A ZIP: S a4 CITY: A1\Sfti, STATE: W ra ZIP: S2-14 PHONEr- a?5 0;24 CELL:3C-a _2clo lay 61 PHONE:ign z75 zss4 t CELL:360 3c1-6 &.Sa"t EMAIL:r�vy c � C� act .Cc.M EMAIL :rNy c�r�F�pT A6� .C.r L&I REG#C c Z E�y:L , of"Sca EXP. 2 /z 5/is— PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) Z2Z O — So — 1 Oa S FIRE DISTRICT S LEGAL DESCRIPTION(ABBREVIATED):-V,�k 11 L_a 1, S vt SITE ADDRESS I$Lb a s*Q+ CITY DIRECTIONS TO SITE ADDRESS ►/Z S c ti Pros. 3 IS PROPERTY WITHIN 200 FT: SALTWATER f4 LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF ❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES[] NO ❑ TYPE OF JOB: NEW ❑ ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER I& USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) 2p� Qp,v c-Q A IS USE: PRIMARY fZ, SEASONAL❑ NUMBER OF BEDROOMS_ NUMBER OF BATHROOMS 3 DESCRIBE WORK iZeolaca i-�,n•e Dw+Y.ayer� SOUARE FOOTAGE: BST FLOOR 1-)L 8 1 sq.ft. 2ND FLOOR i ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. ECK sq.ft. COVERED DECK �0 q.ft.STORAGE sq.& OTHER sq.ft. GARAGE sq.ft. ATTACHED g DETACHED❑ CARPORT sq.ft. ATTACHED❑ DETACHED❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or 1fponstruction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSP O NACTI ITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Signature of App n Date X R o,'trc Is A Gr. �C-g S OWNER/REPRESENTATIVE/CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAG S/NOTESICONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL BVAING �J ooz8s TY PERMIT NO���ZO I • DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext352 = Mason County Bldg.III,426 West Cedar Street (360)275-4467 Belfair ext.352 ra , PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext 352 PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: NAME: MAILING ADDRESS: MAILING ADDRESS: CITY: I-N 1( ', STATE:��_ZIP:9$5 z.L4 CITY: STA : ZIP: PHONE& CELLS Cc, ?4© 6-361 PHONE: EL EMAIL: EMAIL : L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): 1227-0 - 3-0 LEGAL DESCRIPTION(ABBREYIATED): `�tk } L C� Tr'►;a a�- } , SITE ADDRESS:_) aai l��4 g2i-�'3 CITY. A1�ti N DIRECTIONS TO SITE ADDRESS: '/y t�tK Sc 1y�-��,bad VA r TYPE OF JOB NEW -A ADD ALT REPAIR OTHER USE OF BUILDING Res. ti c Jz LOCATION OF FIXTURES/UNITS—1sT FLOOR !.- 2m FLOOR !r BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNYrS ae Ty of Fixture No.of Fixtures Fees Fuel Type:ElectricLPG Natural Gas Heat Pump_ Toilets s ape of Unit No.of nits Fees Bathroom Sink S Fumace Bath Tubs 2 Heatpump _ L _ Showers 1 Spot Vent Fan Water Heater Z Propane Tank Clothes Washer 2. Gas Outlets Kitchen Sinks Z. Wood/Gas/Pellet Stove Dishwasher Z Kitchen Exhaust Hood Hosebibs S` Dryer Vent Other U 51mt-s _ Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or contractor.I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT LIGATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. x 3- zs- ►� Signature ofAppliofft J Date X C�n►c-tz 11, &.-,1 Owner/Owners Representative/Contractor Print Name (indicate which one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTESfCUNDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL A Ism No®a ail ■M E inn ME ■ EI mm pin OEM sic= Ism miss o_ !�E1111111AM ■ F7 T WE • -allvb v�mm NMI --Pm I����� t�N ■IMll 1 Iri, al No i Ih�miNMI Us 0 ■nMEN ��� ■I IS ■Ila �I HIS NINE R M,A���� �ti ����� and NameRpt.3 &Y 1 { 'iP" Parcel# ,Q2Zo - !S70- ] 1 (06� BLD#2 BUILDING Masan County APR 0 42014 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.£a ci late Impery bus'Surfaces: ease Go p�ete Thrs Tab7�': Surface Type Length X Width = Area *All dimensions in feet Buildings X = 3Z wv X = Measurements for buildings are taken at the perimeter of the farthest projections (example: X = eaves/gutters) X = Driveways j 5 X H 0 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 Any paved, gravel or packed area per definition above table Others X = _ . _ ar- - = = if,the total impervrous area of the proposed site X = 8c> development is greater thari.2DD0-square feet a Small Parcel Stormwa'ter.Site.Plan,is Required . Total'lmpi?rvioiis.Surface Area:(sum af'aH areas); _ 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- describ perry for review and inspection as may be required. X Owner gent/Contractor(circle one)Date: If d- If the Total Impenious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Nama(,i Parcel#1 )`2-7-2-cn� - aO-1 O C 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: httD//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) f/ 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. OwnerBuilder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative, or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- describ operty for review and inspection as may be required. O X Owner/Agent/Contractor(circle one)Date: ZS') Page 2 of 2 �MASON'COUNTTYY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's ldame:Tl ri t' Date: 3 ZU-20i 4 Reviewed By: Doc BUILDING ✓ _Building Permit Application Completed BUILDING Checkli v/Planning Intake Checklist Completed, „n J��V ✓ ite plan includes:Allowable building area,roof ov rh decks etc. L X+qq ire Apparatus Access Road info required? Yes ro a C*4- Y LJ ✓ Energy Code Application Form- O Electric wall heater O Electric central furnace O LPG Furnace •Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) O Ductless Heat Pump O Other: Specify: ✓MechanicaUPl ing Application-WATER HEATER FUEL TYPE/LOCATIO a 'joo m Engineering? Ye o Snow load: Seismic:_D2_ �G"rl C.) Stock Plan-approved snow load: Seismic: D2_ Manu ac am 4 FLOOR P�EJn:cove�redove NS Foundation Typ : ANSufaethod ngineered footing/fo tion Basement Decks: Covered? r and over 30"? Construction required Construcag Plans:_� COMPLETE SETS / Plans Legible ,/Recognized Scale ✓ levation Views _Cross Section t�Foundation Plan _✓Roof Framing Plan _Floor Plan-Use of rooms noted(all floors) _✓Floor Framing Plan-all floor levels including loft, crawlspace,etc. (Q00 S.F. ??-stairs?) ✓Deck Framing Plan,incl cov.porch framing Plan Details: Roof framing details,truss lay-out may be needed (Hip and girder location shown) (1(1 F6j Tft)S5AG 7lall Framing-Does bearing-wall height exceed 10'?(Engineering may be required) oor framing: Floor joists(size&spacing):_I I I_PI .ls� Iloa4 Floor beams:5 8 X 13 2 Window headers. Typical header: 4 X 10 Garage header: S%$ X l3`& LE) ►Foundation: footing size,reinforcement nQConcrete Walls-Does Concrete Wall Height Exceed 8'? Engineering may be required, see details) ✓dings at all exits?Less than 30"above gradeoY N I -}��pR,UY1G;Y!Uxzp7m� Bated By Furnace-Location of Furnace2-O0t10nS;)) %P �u � -- e}rlace/Stove Information Shown-Fuel Type? Location(s): i✓Window Sizes Marked on Plans Braced wall panels (shear walls)marked on plans or lateral e meerin ? ,&A-0 - �C n,r -n V1 q J COMMENTS: ENGINEERING REQUIRED 426 W. CEDAR �T — Braced wall panels/brace wall lines are not marked on plans(R602.10) — Amount and location of bracing does not meet minimum required in Table R602.10.1 DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed building plans. Wind 85 MPH, Exposure B (unless proven otherwise). Seismic Zone: Snow_�sf. IRREGULAR BUILDINGS R301.2.2.2.2 Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be considered to be irregular when one or more of the following conditions occur: . - 1)Exterior braced wall line or BWP cantilevered or offset by more than 4' 2)Roof or floor is not laterally supported on all edges 2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line. 3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft. or 50%of the least floor or roof dimension. 5)Portions of floor level are offset vertically 6) Shear wall lines do not occur in two perpendicular directions. 7)When a story above grade is includes masonry or concrete construction(exc: fireplaces,chimneys, and veneer). When this applies the entire story shall be designed.In accordance with accepted engineering practice. H:\permit tech building checklist.doc Revised 11-29-2007 12. 05040003 122205091533 122205041003 122205040001 122205041011 122205091532 F W 122205041001 122205091531 122200060010 O• M. m� O� ���" � 2 122201180071 � 122205011020 122205043001 122200060000 122205016010 122205011020 122205042003 r i 122205013005 122205012005 122205042011 �, 122205011007 122205011005 122205042001 122205013001 � d 122205011003 122205058010 122205058012 122205011001 122205058009 � 122200060010 122201480070 J 122205058007 �Q • 122205058003 ,; 122205008001 ' 1; ,�j' n Digi4alGlobe,GeoE�ye, i-cubed, SD . USES, E�X, '� � �"' p ng, erogrid, IG , IGF, wisstopo,a d 4he GIS ser Com unit N 1 inch = 100 feet W 1 inch = 0 miles S R E , ` U ' SEC/Ven ouNTY tEPARTMENT OF COMMUNiTy ilation on Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) Owner: Parcel#: a of project: i�i' an6_Lcf rl IQaab-156 • I IW 5 Sfe . Total Sq. Ft. 15 Floor: 2n,floor: Heated Basement: of heated area:: 4H aU I a er! 3135 Heating System Type: O Electric wall heater O Electric Central Furnace O LPG Furnace • Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: i • Prescriptive Option Table R402.1.1 Compliance Method O Component Performance, R402.1.3 — Calculation worksheets required Check one:: O Other (specify): Check one 0 Whole House Ventilation system O Whole House Ventilation o Other, Ventilation using exhaust fans&window or Integrated with a Forced Air describe: System wall fresh air vents (141507.3.4) System (M1507.3.5) Referencing Table R406.2, "Additional Residential Energy Efficiency Requirements," all residential units must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to comply. If the table is not attached to this form you can access the table on our website at: hftp://www.co.mason.wa.us/forms/Community Dev/index.php. Additional Energy a) Description: Small dwelling units with less than 1500 sq. feet of heated or cooled Efficiency space and less than 300 sq. ft fenestration (see definition below) or additions to an Requirements existing building that is less than 750 sq. ft. of heated area. To use this option complete a window schedule in order to verify that the fenestration area does not Energy credits exceed 300 sq. ft. Fenestration is defined in the IECC as skylights, roof windows, required: vertical windows, opaque doors, glazed-doors that include products with glass and 1.5 non-glass glazing materials. — 0.5 points Ob Medium dwelling units not includes in a) above, or b) below— 1.5 points c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft. of heated or cooled floor area. —2.5 points. Describe Energy Credit Option(s): Using Option number(s): �y- -�o �n J� � APR 0 4 2014 426 W. CEDAR ST T M' FENESTRATION SCHEDULE USE FOR ENERGY CREDIT, a) SMALL DWELLING OPTION & COMPONENT PERFORMANCE COMPLIANCE List all windows, doors, skylights. (If needed, attach an additional sheet) 'Fenestration is defined in IECC Chapter 2 as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products with glass and non-glass 21azing materials. Manufacturer Location U-Factor Size Quantity Total rou h opening) Square Feet XV Total Fenestration: windows, skylights and door area MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's Arame::Ro ri 4" Date: 3 Z(0-2014 Reviewed By: CA Documents B U i L®I N G ✓_Building Permit Application Completed Sto er Checklr Planning Intake Checklist Completed, ✓ rte plan includes:Allowable building area,roof ov rh tr decks,etc. ire Apparatus Access Road info required? Yes�o a(,C—i'Y1.QJ� ✓ Energy Code Application Form-O Electric wall heater O Electric central furnace O LPG Furnace Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) O Ductless Heat Pump O Other: Specify: Mechanical/ ing Application-WATER HEATER FUEL TYPE/LOCATIO oZ �jQQ m Engineering? Ye o Snow load: Seismic:_D2_ �.�h U Stock Plan—approved snow load: Seismic: _D2— Manufac om 4 FLOOR PLANS Foundation Typ : ANSI/Manufacture method ngineered footing/fou tion Basement Decks: Covered? ncovered over and over 30"? Construction required ConstructionPlans._� COMPLET-SETS / l Plans Legible Recognized Scale ✓ levation Views ►/Cross Section 1 Foundation Plan _✓Roof Framing Plan _Floor Plan-Use of rooms noted(all floors) ✓Floor Framing Plan-all floor levels including loft,crawlspace,etc. (Q00 S.F. ??—stairs?) ✓Deck Framing Plan, incl cov.porch framing Plan Details: Roof framing details,truss lay-out may be needed (Hip and girder location shown) n(1 F6j T ft)s L .>• all Framing-Does bearing-wall height exceed 10'?(Engineerin may be required) loor framing: Floor joists(size&spacing): I I��B LPl Js� l004 Floor beams:5 X l3 2 Window headers. Typical header: L{X 1 O Garage header: 5% X l3`/2. L ✓Foundation: footing size,reinforcement r1QConcrete Walls-Does Concrete Wall Height Exceed 8'? Engineering may be required, see details) v/I�andings at all exits?Less than 30"above grade Y N I 11k:FiocexM 5',w S r �I3 -�'hrE 1 u s Bated By Furnace-Location of Furnace2- OnS z� 4 T7' 3. 111 �4t{lU ---- eace/Stove Information Shown-Fuel Type? Location(s): ✓Window Sizes Marked on Plans , Braced wall panels(shear walls)marked on plans or lateral e meerin ? r �n COMMENTS: ?4 ENGINEERING REQUIRED 2� a la��A� — Braced wall panels/brace wall lines are not marked on plans(R602.10) Amount and location of bracing does not meet minimum required in Table R602.10.1 DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed building plans. Wind 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: Snow psf. IRREGULAR BUILDINGS R301.2.2.2.2 Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be considered to be irregular when one or more of the following conditions occur: 1)Exterior braced wall line or BWP cantilevered or offset by more than 4' 2)Roof or floor is not laterally supported on all edges 2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line. 3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft. or 50%of the least floor or roof dimension. 5)Portions of floor level are offset vertically 6)Shear wall lines do not occur in two perpendicular directions. 7)When a story above grade is includes masonry or concrete construction(exc: fireplaces, chimneys,and veneer). When this applies the entire story shall be designed. In accordance with accepted engineering practice. HApermit tech building checklist.doc Revised I 1-29-2007