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BLD2013-00529 Cancelled Pole Building, Carport, 2nd Floor Revision - BLD Permit / Conditions - 7/10/2013
Inspection Line (360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 279 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2013-00529 OWNER: JEFF BRITTIG RECEIVED: 7/8/2013 CONTRACTOR: LICENSE: EXP: ISSUED: 9/10/2013 SITEADDRESS: 241 E MERRIMOUNT RD UNION EXPIRES: 3/19/2014 PARCEL NUMBER: 322367500030 LEGAL DESCRIPTION: TR 3 OF SURV 4/84-86 PROJECT DESCRIPTION: DIRECTIONS TO SITE: POLE BUILDING (48x50) + Carport (14x48) - NO LOFT General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U Lot Size: Deck: Type of Work: ACC Fire Dist.: 6 No. of Stories: 1 Occ. Load: Building: Garage-Detached 2,400 Valuation: $ 123,856.32 Building Height: Occ. Status: Primary Basement: CARPORT 672 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: N 34.0 Ft. Shoreline: Ft. Water Body: Rear: S 77.0 Ft. Slope: Ft. EPA.: Model: Width: Ft. Side 1: E 000.0 Ft. Shoreline Desig.: Year: Serial No.: Side 2: W 25.0 Ft. Comp. Plan Desig.: Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 1 Propane Tank 1 Plan Check Fee TW 7/8/2013 $627.74 S220130000000i Lavatories 1 Gas Outlets 2 Planning Review Fee TW 7/8/2013 $205.00 S2201300000001 Showers 1 Dryer Vent 1 EH Plan Review KKK 7/9/2013 $ 103.00 S620130000000i Clothes Washer 1 Boller 1 Water Adequacy Plan Revi KKK 7/9/2013 $ 103.00 S6201300000001 Laundry Tray 1 Building State Fee DLC 8/22/2013 $4.50 S120130000000i Building Permit Fee DLC 8/22/2013 $ 1,049.75 S1201300000001 I ADJUST--Plan Check Fee DLC 8/22/2013 $54.60 S1201300000001 Total $2,147.59 BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 1 of 8 CASE NOTES FOR BLD2013-00529 CONDITIONS FOR BLD2013-00529 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- 982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. x r1p 2) Owner/Agent i§ 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 dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X �4.a 4) All property lines shall be clearly identified at the time of foundation inspection. X , 141y- 5) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall remain attaX the approved building plans. x 6) 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 ,4Z4 7) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or properties. Silt fencing must be installed and maintained until upland vegetation has become established. X 8) Prior to final approval, all upland areas disturbed or newly creat d by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X ,�/� 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 Site Pal to ensure these structures are shown and meet the setback conditions listed. x e BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 2 of 8 iq 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 11) Retaining walls needed to support a surcharge such as )tr ctures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X Q 12) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any furt�er inspections being performed or approvals granted. X 13) 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 rr(emoval of approved docu tints will result in failure of required building inspections. d 14) THIS CONDITION NO LONGER APPLIES. SEE CONDITION FOR HEATED SPACE. DELETE THIS CONDITION.... This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use permit shall be applied for, reviewed and approved prior to the change. X 15) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X .4,- 16) 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 poor o any further inspections being performed or approvals granted. X Qom( 17) A minimum of 75 percent of all luminaires shall be high efficacy luminaries unless lighting compliance was approved using the options available in IECC R404.1. 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 sensors)with integral photocontrol photosensor or installed in or around swim mi pools or water features. All fluorescent fixtures must be fitted with T-8 or smaller lamps (but not T-10 or T-12 lamps). X �- 18) 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 (�fr BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 3 of 8 49) 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 [�ti� 20) 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 acknowle ing that all components of the stormwater management system have been installed as approved on the stormwater site plan. X ,d 21) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 4_&� 0 22) The use, handling and storage of hazardous ate ii Is or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X_ 23) This structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the international codes and Mason�p unty Regulations unless a "Change of Use" permit is applied for, reviewed and approved. X1 24) 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 and shall be collected by thp)-3uilding Department prior to any further inspections being performed or approvals granted. X 25) 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 �r 26) 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 BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 4 of 8 27) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County X rdinance or regulati���st be reviewed and approved by Mason County prior to construction. r 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 tq requesting additional inspections. X �� 29) 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 ordinanc s� and building regulations. X 30) 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 prevented actio from being taken. No more than one extension may be granted. X A'�''~ 31) An inspection performed by a representative of the geologist, their authorized representative, or engineer of record, shall be completed on-site prior to the footing pour to verify that earthwork and foundation installation activities comply with the Geotechnica/report or assessment recommendations. In addition a final inspection report, prepared by a representative of the geologist, their authorized representative, or engineer of record shall be required to verify that erosion control, drainage and final work is completed in accordance to the Geotechnica/report or assessment recommendations. Reports shall be submitted to the Mason County Building Dept., PO Box 186, Shelton, WA 98584, prior to the footing and final inspections and available for inspect 32) 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 ROADWAY. X BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 5 of 8 • 33) SCOPE OF PROJECT MODIFICATION TO CONDITION 10.18.2013: ENCLOSE 14-FT X 48-FT SHED AND CHANGE ENTIRE STRUCTURE TO HEATED SPACE. SEE WSEC CONDITION ADDED. This permit is approved for the construction of a 48-ft x 50-ft single story garage, without a loft, and a 14-ft x 48-ft shed entirely open on 2 or more sides. Changes to the use of the structure or construction other than shown on the approved plans shall require review and approval by the Mason County Building Department prior to making changes. To modify the approved plan provide a completed "Request to Revise an Approved Plan"form, floor plan showing the use of each space, and floor framing information for the upper floor, including access stairway and 2012 Energy Code compliance form. Be sure to identify 1.5 energy credits that will be required to comply. The addition of the upper floor will represent a change to the approved plans. Asa result the engineer of record will need to approve the addition of a floor system in writing. To prepare for heated space you will want to install R-10 slab insulation and have it inspected prior to concrete pour. Failure to have an inspection will make energy code compliance difficult later on. X 1AA 34) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: LP BOILER, 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 around entire perimeter and under entire slab. In addition the following credits from R406.2 shall be completed as follows: 56: LP water heater, 0.82 EF or better. Maximum heat equipment output: 60,559 btu/hr X dAYC BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 6 of 8 • 35) A permanent certificate, completed by the owner, builder or registered design professional, shall be posted within three feet of the electrical distribution panel. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 105.4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 750 square feet. Reference IECC/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 %<or'/sheets. The Mason County Permit Center will also have some available. X 36) 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 ,� 37) 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. X 0 38) All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks must meet the installation regyirrents and minimum setbacks as listed in the Mason County Fire Marshal's Standards for the Installation of Propane Tanks. X Atz-Z,. 39) Fuel piping shall be inspected after the installation of fuel piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel piping system shall not be used until the fipaj inspection has been performed and approved by a Mason County building inspector. X .1.fy BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 7 of 8 This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection. The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason Count access to the above described property and structure for review and inspection. �eyOWNER OR AGENT: DATE: a 2 .P BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 8 of 8 r- I F / / � , R o m - 7 ` / \ \ < CD -0 % % 0 r- / / is N) R § . ,. a ƒ k / \ Q 0 0 M / > .� !. $ 9 § ; -n Z Cl) 0 f \ 0 � \ e r g � m Cl) m m 9 / \ 2 / - / 0 2 z \ k 0 y 2« � � Ef � I = ok ZCL / \ &� � \ qq / § % t ƒ � a > + zE@ � 2 � � / ƒ $ 2 ƒ cn { 0 / CA) _ ° >o � � � m ƒ / / Z 9 > wu 2 CL J � � / \ 0 m > � 30 z � omO � 00 � \ / a ;oZ ƒ co � _ = / � 27 A � z q < Im m0 f E fZ � � zm D 2 2 mCD CD CD / z o / k d ¢ CD * � c � 0 § % E § X � m « 2 CD000 k / m Q CDo /w / / \ cn 2 _� -n � ou @ O E cri o g M # a , § 2 m 0 000 � CD � m2 � A go O Z O . . � 0 2 e E n D / ° \ 1 c \ / 0 / p , D . @ i r / § a k\ \ § 0 � � \ � k0 G , 0 «' ^ 0 r 0 ym 2 2 lu m 3lu / m 2 ] _ ) 2 \ n § E « C--) \ / (A } 9 \ 2 ¥ k0 @ s m £ § \ \ % IN CD = cn m co ; \ 0 � 0 \ / k \\ � ) } > 0 \ q 3 § 0 § § m a ■ « « m E 0 q o E m / / §CDCD§ 7 0 9 9 9 0 aa .. aow � . ƒC o e �;: -- a a ~ / / k \ CD N � ® / ® \ ( eN Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 3 Dryer Vent 1 Plan Check Fee TW 7/8/2013 $627.74 S2201300000001 Lavatories 5 Exhaust Hood 1 Planning Review Fee TW 7/8/2013 $205.00 S2201300000001 Showers 3 Heat Pump 2 EH Plan Review KKK 7/9/2013 $ 103.00 S6201300000001 Clothes Washer 1 Ventilation Fan 2 Water Adequacy Plan Revi KKK 7/9/2013 $ 103.00 S6201300000001 Laundry Tray 1 Woodstove 3 Building State Fee DLC 8/22/2013 $4.50 S1201300000001 Kitchen Sink 1 Building Permit Fee DLC 8/22/2013 $ 1,049.75 S1201300000001 Dishwasher 1 ADJUST--Plan Check Fee DLC 8/22/2013 $54.60 S1201300000001 Water Heaters 1 Mechanical Permit Fee DLC 10/18/201 $ 106.40 S2201300000001 Mechanical Base Fee DLC 10/18/201 $28.50 S2201300000001 Plumbing Permit Fee DLC 10/18/201 $43.50 S2201300000001 Plumbing Base Fee DLC 10/18/201 $24.70 S2201300000001 ADJUST--Building Permit F DLC 10/18/201 $78.40 S2201300000001 Additional Plan Check Fee DLC 10/18/201 $73.00 S2201300000001 Water Adequacy Plan Revi CEW 10/30/201 $ 103.00 S1201500000001 EH Permit Revision CEW 10/30/201 $41.00 S120150000000( EH Minor Plan Review CEW 7/24/2014 $ 100.00 S120150000000( Plumbing Permit Fee MAU 10/6/2014 $95.70 S1201500000001 Building Permit Fee MAU 10/6/2014 $ 1,176.00 S1201500000001 Mechanical Permit Fee MAU 10/6/2014 $ 195.40 S1201500000001 Total $4,213.19 CASE NOTES FOR BLD2013-00529 CONDITIONS FOR BLD2013-00529 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- 417_0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) oWnpr/ t 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) ApproMedimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) All property lines shall be clearly identified at the time of foundation inspection. X BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 2 of 9 5) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall remai aZ to the approved building plans. X 6) All con ruction and demolition debris must be removed from the site after project completion. Prop r I of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 4-1*7 7) Temporary erosion control measures must be implemented to prevent water q li adation of adjacent waters or properties. Silt fencing must be installed and maintained until upland vegetation has become established. X 8) Prior to final approval, all upland areas disturbed or wl f1d by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 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 i an"to ensure these structures are shown and meet the setback conditions listed. X 10) By de�lition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure these structure meet the setback conditions listed. X 11) Retaining walls needed to support a surch e structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X 12) All approved plans are required to be on-sit for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. IQ addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Departm t p p any further inspections being performed or approvals granted. X � 13) 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 Offic0 I. 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 remd,lal oved documents will result in failure of required building inspections. X 4) - THIS CONDITION NO LONGER APPLIES. SEE CONDITION FOR HEATED SPACE. LETE THIS CONDITION.... This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use permit shall be app ie o evie and approved prior to the change. �p(� �13-00529 Please refer to the following pages for conditions of this permit. Page 3 of 9 15) THE F U TION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 16) 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 a ojment prior to any further inspections being performed or approvals granted. X / 17) A minimum of 75 percent of all luminaires shall be high efficacy luminaries unless lighting compliance was approved using the options available in IECC R404.1. 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 a ou imming pools or water features. All fluorescent fixtures must be fitted with T-8 or smaller lamps (but not T-10 or T-12 lamps). X 18) WIND GADS- 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 19) 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 ..-.-(IP �2 20) A M son 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/contracto I owledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. X 21) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads c Dr with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 22) The Jhandling and storage of hazardous a ri or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 4 of 9 23) Thi cture is limited to U-occupancy use only(private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the_ r tional codes and Ma on Con t) Reg latyons unless a"Change-e�{1sq" per applie o^�riewgd �nc�a proved. 24) 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 ch e d shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X 25) 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 pent1 v ation. X 26) 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 pr ct. X 27) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordi n gulation, must be reviewed and approved by Mason County prior to construction. X 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 In spe r s made prior to requesting additional inspections. X 29) 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 finection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason un in nces and building regulations. X 30) 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 prevent on from being taken. No more than one extension may be granted. X BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 5 of 9 31) An inspection performed by a representative of the geologist, their authorized representative, or engineer of record, shall be completed on-site prior to the footing pour to verify that earthwork and foundation installation activities comply with the Geotechnical report or assessment recommendations. In addition a final inspection report, prepared by a representative of the geologist, their authorized representative, or engineer of record shall be required to verify that erosion control, drainage and final work is completed in accordance to the Geotechnical report or assessment recommendations. Reports shall be sub nyuRd to the Mason County Building Dept., PO Box 186, Shelton, WA 98584, prior to the footing and final inspections and available for in rtf!�) t X 32) ALL SURFACE ATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOf IN SE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WA I\1 X 33) SCOPE OF PROJECT MODIFICATION TO CONDITION 10.18.2013: ENCLOSE 14-FT X 48-FT SHED AND CHANGE ENTIRE STRUCTURE TO HEATED SPACE. SEE WSEC CONDITION ADDED. This permit is approved for the construction of a 48-ft x 50-ft single story garage, without a loft, and a 14-ft x 48-ft shed entirely open on 2 or more sides. Changes to the use of the struct e r construction other than shown on the approved plans shall require review and approval by the Mason County uilding Department p to making changes. T odify the approved pi rovide a completed "Request to Revise an Approved Plan"form, floor plan showing the use of each space, and or framing i ormati n the upper floor, including access stairway and 2012 Energy Code compliance form. Be sure to identify 1.5 energy oocredits t t wi I req d to comply. The addition of the upper floor will represent a change to the approved plans. As a result the engineer of recor ed to rove the addition of a floor system in writing. To pre for he space you will want to install R-10 slab insulation and have it inspected prior to concrete pour. Failure to have an i J.on7ke energy code co pliance difficult later on. VX BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 6 of 9 34) 2012 IECC/Washington State Ener ode Compliance has been approved as follows: Heat Type: LP BOILER, Com ce Method: Prescriptive option Marine-4C, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.3 less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10 around entire perim and under entire slab. In addition following credits from R406.2 shall be completed as follows: 3d ductless mini splits, 5a elec. W.H. min. E.F. 0.93 M mum heat equipment output: 60,559 btu/hr X U Vzt, $Yy�—� 35) A permanent certificate, completed by the owner, builder or registered design professional, shall be posted within three feet of the electrical distribution panel. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 105.4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 750 square feet. Reference IECCIWSEC R401.3 & R101.4.3 Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2012 Certificate" and are available in %or'/z sheets. The MasonOCntty Permit Center will also have some available. X 36) A mi imum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R4 .1. X 37) Car on monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alar s s all installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. X BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 7 of 9 ' 38) A permanent certificate, completed by the owner, builder or registered design professional, shall be posted within three feet of the electrical distribution panel. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC)of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 105.4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 750 square feet. Reference IECC/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 '/<or% sheets. The Maso Co n ermit Center will also have some available. X 39) 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 40) In buildings of unusually tight construction, fuel-burning appliances (excluding cooking appliances and domestic clothes dryers)shall obtain combustion air from outside in accordance with the international codes. X 41) To perform an inspection the Mason County Building Inspector will need to access the interior of the structure. An electrical permit completed and approved by Washington State Labor& Industries must be available on-site during the inspection. The Mason County Building Inspector will inspect the following: Verify that the system is installed in accordance with manufacturer specifications; The inspector will check to make sure that the exterior unit is permanently installed and supported, the exterior unit complies with required setbacks to property lines, fuel tanks are located at least 10-ft from the system, a source of ignition, all exterior penetrations are properly sealed, condensate lines are installed and are properly supported, including proper material, slope, and that the condensate line terminates to a proper location outside of the foundation, copper refrigerant lines are insulated with '/z" thick continuous closed-cell foam insulation or better, indoor units are located at least 3-ft from smoke and carbon monoxide alarms, and that modifications made to the structure, to install the unit, does not affect existing structural members. X BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 8 of 9 42) 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 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 1 DAYS WILL INVALIDATE THE APPLICATION. lVur � � Sign r Date 1:k i�� & OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2013-00529 Please refer to the following pages for conditions of this permit. Page 9 of 9 fA CONCRETE MECHANICAL MANUFACTURED HOME X Date C) By Ribbons w Footings f Setbacks Gas Piping 6 ItOo-cy"inte6or Date B Interior-Date By Date By CD Y Pterw Date Y Exterior-Date Bv C_ I — Set-up to )10 M Point Load I Isolated Footings - INSULATION Date By "n BG I SLAB INSULATION re) 6 O> -n Date By Date 9711-1 ayiiioi- FIRE DEPARTMENT Foundation Walls Floors Date By Date By Data By DECKS FRAMING Walls Date By Date By Data By PROPANE TANKS PLUMBING Vault Data By Date By ED f OTH Jwf% Groundwork ft Attic Tyr,0 J&&.4 A!qwp— Date Byl,04- Date By Date By D.W.v DRYWALL Type- Date By Int.Brace Wall Date By 00 Date By CD FINAL INSPECTION a 0) 0 Water Line Fire Separation CD Q co Date By Date By Date By 6 Pass or Request I nspect. CD Type of Insp. Fall Date Date Dane By Comments CA CD 6, 3 0 r J�2SL e7 CD 0 ic 00 hi 4�A' ZA"e Ck ,I fz—A ls�q 4�A, Xe 0 0 17,k, jr- 0 Cn 0 7-C 3 _V Z f A2 .4 C—J V _71 Z4�� C- v > 9/ CD A3 -7/IL-1 L 104 s a ' CONCRETE MECHANICAL MANUFACTURED HOME Footings f Setbacks- ate 13Y Ribbons t Gas Piping interior Date By Interior-Dante By Date By Exterior-Date By Exterior-Date By 84-up Paint Lead 1 Isolated Footings: oaCing$ INSULATION Cl�i4 By BG I SLAB INSULATION � Date t Data By FIRE DEPARTMENT Foundation Walls Floors Data By Date BY Clete By DECKS, FRAM5 NG w'ai1s - [date By Date By eaat PROPANE TANKS PLUMBING vault Data By Data 'Y OTHER Groundwork Attic Date try Type; Data By [sate By iS,Yttlrr DRYWALL Type_ Date ��� D t Brace.Wall B Date By __ .. _ y FINAL INSPECTION Water Lie Fire Separation `� bete e) Date By Date 13y \ m Pass Qr Request Inspect. � Y T pe of Insp. Fall Date o to Donn By Comments CD Z ? /"( Gi L— Ced --ib a m 8 "or ') n /40 VC\/Zj r�k "�'i -C) P ---------- o CONCRETE MECHANICAL MANUFACTURED HOME o Date By Footings I Setbacks Gas Piping Rlbbo ris o Interior Date By Interior.Date By Date By cri N) Exterior Date By Exterior-Date Bv Set-up M n Point Load I Isolated Footings INSULATION BG I SLAB INSULATION Date By In Date By Date By FIRE DEPARTMENT Foundation Walls Floors Date By Date By Data By DECKS FIAtINIu wafts Date By Date BY Data By PROPANE TANKS PLUMBING Vault Date By Date By OTHER Groundvwork Attic Date By Type, Data By Date By DWV DRYWALL Type. Int.Brace Wall Date By Date BY Dote By CD FINAL INSPECTION a CD a) En Water Lino Fire Separation r%) Gate By Date By Date By C1 CD 81 6 Pass or Request Inspect. Type of Insp. Fail Date Date Done By Comments CD 51 0 CD 0 Q 0 z Cn 0 Zn -0 CD 3 (D 0 o CONCRETE MECHANICAL MANUFACTURED HOME 00 o rQ Date By Footings I Setbacks Gas Piping 0 Ribbons 0 1; C) Interior Date By Interior-Date By Date By Exterior Date By Exterior-Date C_ Set-up (0 m Point Load I Isolated Footings INSULATION Date By In Data Date By BG I SLAB INSULAT 13Y ION FIRE DEPARTMENT n Foundation Walls Floors Date By Date By Data By DECKS FRAMING Walls Date By Date BY Data By -PROPANE TANKS PLUMBING Vault Date By Date By OTHER Groundwork Attic Type, Date B Date By y Date By O.W.'V DRYWALL Type: Int Brace Wall Date By -0 Date By Date 'CD FINAL INSPECTION W CA Fire Separation CD Water Line Q Data BY Date By Date By a C4 ig, Pass Or Request Inspect. 6 Type of Insp. Fail Date Date Done By Comments cn CD o 0 o. :3 0 0 (D 3 —-—----------_J_ cQ (D 0 Permit# -OU�Z9 MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location Z-4/1 4e--- >;W&W&W This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corre ted to gain compliance 7 f 2 3 i� - I ! Z 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 correctio s, items will be checked on next inspection regarding possible structural OK to s damage incurred by recent 'Qrr f�,p/�ti�v r "natural/man made" - This is not a complete inspection Zs► , disasters.This is NOT �lI CORRECTION NOTICE. Date Department Inspector TA DO NOT REMOVE THIS G MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670•Belfair (360) 275-4467 • Elma (360) 482-5269 IF On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner Company Name Mailing Address i C 17mlvriln Mailing Address City Un%o� State_ t A Zip Code 9 F5 22- City State Zip Code Phone -302 -'71Y YOther Ph.(37-267-55 Phone Other Ph. Lien/Title Holder A,11A I Contractor Reg. # Exp. E mail address E' r i i- • Mail Address Drivers Lic.# '7`� g`f�� DOB v �- Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Water System Name of Water System PARCEL INFORMATION- 12 Digit Parcel No 2-Z -1 -c�00 0 Fire District Legal Description T-raa 3 e:i (. *5 .'97 r-e5 Site Address(Please include streef name,street number a city) 2-gJL flnet4,*tpr4 Directions to site (o o V�>°if f'% v►t-� �, -� _ cs f Will timber be cut and sold in parcel preparation? Yes o Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% P Is this permit submittal the result of a Stop Work Notice, Correction Notice or other enf rcement action?Ye TYPE OF JOB - New-Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building Describe Work Il>° h c-►.t ��nn `t No. of Bedrooms No. of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage Attached Detached Carport Attached Detached (� MANUFACTURED HOME INFORMATION -Make Model Year— Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information Q provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. rn PROOF OF CONTINUATIO O ORK IS BY MEANS OF A PROGRESS INSPECTION`. U X Date:5 -3 A 206 O�fl e Re esentative or indicate which one FOR OFFICIAL E BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES 3(03 Building Department Planning Department / 149rrp a, Environmental Health Departm Public Works Department Fire Marshal FEES Building Permit Fee 70 Site Inspection Plan Review Fee t. - ° 8 -3 EH Review Fee Plumbing& Base Fee /V'rK2l A0_ Planning Review Fee Mechanical & Base fee .B' Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee S S Pre-Paid at Submittal 7.7 Valuation$ TOTAL FEES I BACKS-ARE MEASURED _ —FROM.THE FURTHfaT PROJECTION OF THE_sUILDIAICr- NG - 5v P4.— -- — — — --....— —.._._ ... c=r)m SIT CHAN .. ULiJ€(,T Ti3 i:PF'i?.;ttAt te , .. ' ID NEI MAIN _ / 9_ . 10 Ke t N r � i — s f' z QI� �w Name V o 1cJ r� ��`I Parcel#t 3 12- 3 -7 S—©Oo 30 BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/co=issioners/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 Ilr'TITAL BELOW TO INDICATE THE STOR-MWATER MANAGEMENT PLAN FOR THIS SITE A) e relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in th tirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and Stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail: P 0 Box 1850,Shelton WA 98584 Physical: 415 N 6th St,Shelton WA 98584 If this development has, or will have, a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT.352 Mail:P 0 Box 1666, Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I de;lare that I am the owner,owner's legal representative, or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. \ X---W Owner/Agent/Contractor(circle one)Date: 5 d�I �03 Page 2 o 2 14 Name �J ' C7�� CI� Parcel �- — 3� BLD#- Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code, Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment', with more than 2,000 square feet of impervious surface. "Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. Toalcrlate lmperu�flus'Surfaces: fease;GornpYete_Tl�ls Fable Surface Type Length X Width = Area t All dimensions in feet Buildings 12W X = X = em 2 Measurements for buildings are taken at the _ perimeter of the farthest projections(example:X eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X = if.the total impervious area`o sed f the propo site X = =development is grater than_20DO-square feet a Small Parcel Stormwater.Site.Plan;is Required Tota1'Impervious.Surfaae Area(sum af'al1 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- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page I of 2 E L D 7-0 13 - i zo Svrrtr P - 10 _r 2 + well c� 2 5' 9491 8 1 �r pg 3 s I 34, =ZA9-0 - MAIN line Otis f S"Duet-h V 2,o 13 o o/ y �5 IR") y <65';1, , t3o' From: Debbera Coker To: jeffandsherrie@gmail.com CC: service@barnpros.com Date: 8/22/2013 11:33 AM Subject: Mason County building permit BLD2013-00529 Hello Mr. & Mrs. Brittig, Our office has started the building department plan review for your the single story garage (loft floor removed) and attached shed structure located at 241 E Merrimount Road, Union, WA. We have the following comments and questions and hope that you can forward to the engineer of record, Than Sutan so that the engineering comments, included in item#1 can be addressed. Please arrange for all responses to be provided in writing. If you have questions let me know. 1) Referencing the design calculations dated 8/7/2013, revised calculations: a) Engineer design calculations page 2 specifies that the 2x8 edge purlin be connected with Simpson LU28 & Simpson LSTA 30 strap tie at edge purlin splice. It appears that detail 1 on sheet 8 may address the specification however I did not locate specifications for the connection device and strap. Please identify the location of the engineer's specifications on plans or correct plans as needed. b) Engineer design calculations page 3 specifies that a 2x6 sill plate be installed with 5/8" x 10"anchor bolts @ 32-inches o.c. with 3x3x1/4" plate washers. I was not able to locate the specifications on the construction plans. Please identify the location of the engineer's specifications on plans or correct plans as needed. c) Engineer design calculations page 3 specifies, "at end walls (2) 2x6 sill plates at 10'0" high w/(4) 6d nails & Simpson A-35 framing anchors at each end to post". I was not able to locate the specifications on the construction plans. Please identify the location of the engineer's specifications on plans or correct as needed. d) Plan sheet 7 references detail 4 at the left side shed roof. It appears that a different detail should be referenced to address connections, etc. Please verify that the detail specified is correct or provide corrections as needed. During our conversation earlier today we discussed future revisions to the permit. To change the area to heated space provide a completed "Request to Revise an Approved Plan Form" and 2012 Energy Code compliance form. Be sure to identify 1.5 energy credits that will be required to comply. In addition to prepare for heated space you will want to install R-10 slab insulation and have it inspected prior to concrete pour. Failure to have an inspection will make energy code compliance difficult later on. In addition make sure that window U-factors do not exceed 0.30. the lower the u-factor the better. Un addition a floor plan showing the use of all area that will be heated shall be required. We also discussed changing the use of all or part of the building to a dwelling. When changing the use of the structure I understand that a second floor system will be installed. To approve the change of use you will need to provide a completed "Request to Revise an Approved Plan Form", floor plan showing the use of each space, and floor framing information for the upper floor, including access stairway. The approved construction plans, modified to address the 2012 building code, specifies 2x10's spaced 12-ft o.c. for bracing purposes and the area above open to below. The addition of the upper floor will represent a change to the approved plans and as a result shall require a letter from the engineer approving the addition of a floor system. Debbera Coker Mason County Building Department Building Inspector IV/Code Enforcement THESE PLANS :MUST BE 1�� �e Phone: (360)427-9670 ext 510 ON THE JOB SITE !! p r:R INSPECTION e�pMr -5 IC OV0t1Y116117 ALL'.1R3 r------- --- __ root-------- I Ir-----------------------------ll II II I I xmo: 2.I—ATTIC. 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O . o - � t ' I LVL. LED (2) 2xG 4xG KN L . LEDGER BEAM ,.TOP PLATE (2) 3/�1, I. �� 2x8 RAFTER @ 16"pC. 2x I Ox24 CLEAT ,. '�`� � 2x8 LOCKING j 2.5 �— DET SIMPSpN 1`1In�, STRAP T 11 Al m( X 9 DET O Gx 10 BEAM W/ AT MPSON CC GG ' 0 T. yews o �J o 2x6x2Qu CLEAT. C 2xG STUDS @ I G° O m Gx I O PT.PO& (3) 3/4" 0 C.l3, B O Y OWNER Wa LDS Gx 10 PT. P-05'1 rC)N � S:A8 MY f�.r 7n.A-P ice` s r--]E7 �- -2,?t& S 1 L.L P L-/-�'T/= (.v 171-P 8`� h /t7 v /k/`r�h©•2 10/u � - G, (2)22t.6 s'1 LL P -5. .f [© '-� OI . Cr -7' �- 902-+ 2:512�TA-V 1 i4T 7 '©$�2 8192 !REGISTERED to 7 a�r�i ARCHII',E(;T A"k 1 THAN SUTAN I � f STATE OF WASHINGTON� THESE PLANS ",BUST BE ON THE JOB SITE Ey �esp►`1Ss �Ek R INSPECTION CEDAR CUPOLA DET.O2 TH15 PACKAGE HA5 BEEN MODIFIED FROM 2 CEDAR BOARD 4 EATBAT SIDING THE ORIGINAL STOCK BARN PF05 PACKAGE DESIGN. 5 ON 7/1 6`OSB PANEL EDGES W/Bd.NC. FIELD MODIFICATIONS#50ME EXTRA MATERIAL5 MAY BE I A 4"OGME.AT PANEL EDGES 4 12°OC. REQUIRED DURING ASSEMBLY. I AT INTERMEDIATE MEMBERS II NOTE I ROLL UP DOOR BY OWNER CODE 2012 IBC °,° 4 4 ° 12 2.5 I. DESIGN LOADS: 12 ROOF SNOW =25 P5F 2 5 LOFT LIVE LOAD = G5 P5F WIND SPEED(E)(P B) =85 MPH 501L BEARING PRE55URE =2000 P5P SEISMIC DE51GN CATEGORY D-2 OPEN 2. LUMBER5: I x5 CEDAR I G X PT.PO5T• :HEM-FIR#2 CORNER TRIM 4x° 3xs 4 X G PT.POST :HEM-FIR#2 PURUN5*GIRT5 :HEM-FIR#2 0 I OI I II RAFTERS :VER5ALAM LVL 3. TREATED LUMBER: ALL LUMBER WITH GROUND CONTACT 5HALL BE PRE55URE TREATED (J" P05T: .GO PCF RETENTION FRONT ELEVATION 5KRTB0ARD5: .40 PCF RETENTION 5CALE [- 4. CONCRFfE:Pc= 2500 P51 @ 28 DAYS. THESE PLANS MUST BE 5. ALL FOOTING5 5HALL BEAR ON UNDI5TURBED ON THE JOB SITE w � NATIVE FIRM SOIL WITH MIN.BEARING CAPACITY P `•.''15 iP 17 CTI 0 N OF 2000 P5F AND LATERAL BEARING CAPACITY w z OF 200 PCF. BUILDER TO VERIFY 501L CONDITION CEDAR CUPOLA x O PRIOR TO CON5TRUCTION G. ALL FA5TENER5 IN CONTACT WITH PPE55URE COMP.ROOF o� TREATED LUMBER SHALL BE HOT DIPPED Li+ GALVANIZED U 00 d' Z W w Q 4 °LL qX° /•,1 U 3 O W OPEN a UNDER 5HED z stsa C� REGISTERED � M ARCHITECT �D w • 1 yQ RIGHT SIDE ELEVATION THAN SUT,, STATE OF AN WASHINGTON w� SCALE 3/I G'= I'-0" � � 1 ail CEDAR CUPOLA DET.�2 12 s� 1 12 a ° a ° 12 1 x5 CEDAR OPEN 4 ° $ ° a ° CORNER TRIM CEDAR BOARD#BATT SIDING ON 7/1 6'05B SHEATHING W/5d.NAIL5 @ 4"OC.AT PANEL EDGES E 12'OC, TI TIM 11111111 AT INTERMEDIATE MEMBERS REAR ELEVATION0-0 C7 SCALE 3/16"= r-o° THESE PLANS MUST BE H ON THE.I03 SITE � ''R INSPECTION w 3 CEDAR CUPOLA Z x O COMP. ROOF cl, I w o U Q U a a a 4 Ix8 CEDAR O CORNER TRIM CEDAR I G"O5B 511 ATh NI ON 7/ G W/Bd.NAIL5 @ 4'OC.AT PANEL EDGE5# 12'OC. LLLL i ii ji iLLL-iLET i ii AT INTERMEDIATE MEMBERS S�`` rTEGI^ STEiiE. M F4CHITECT W LEFT 51DE ELEVATION TaA3surF++ 111 r� SCALE 3/1 6'= P-O" STFT£OF Y/FSNIriGT0A1 3 � 4.4 5L. 4x4 5L. A 4x4 5L. 4x4 SL. J O a� N MAN DOOR a 3xG DOOR PRE ROLL UP DOOR GARAGE —1 REAK BY OWNER P4 MAN I � ¢ DOOR ,. N O o� � N w THESE PLANS :MUST BE (3)3x4 WINDOW (3)3z4 WINDOW (3)3z4 WINDOW (3)3z4 WINDOW Cif THE JOB SITE _ U BY OWNER BY OWNER BY OWNER BY OWNER ; :^'R INSPECTION � d � Z 4 A O 5HED O � � U OPEN 6 OPEN OPEN OPEN- ----- ri - n -- - ---�------ - d C/1 C) 2-0° 2'-0" a 48'-0' O ���•••......��� REGISTEREDFLOOR PLAN ARCHITECT 5CALE 3/1 G'= I'-0' ; THAN SUTAN ' STATE OF WASHINGTON a I ° I I II II I I I III 2x 10 9 CING 2x 10 RACING 1 1 (W I IN I ( N I , 11 W N x °I Ix ro I " xl Q I rn' rn71 O �— Irn al rn rn rn I rn rnl Op p tn° 2x 10 BRACING rn '' O q 2x 10 BRACING �n rn rn � IZ I I II II I I 2x 10 BRACING I I 2x 10 BRACIN I 2x 10 BRACING I N I I II II I I I CL-- - - - - - - - - - - - - - � I4'-0" 1 2'-a 4'-0' 30-0 X :;7 y rn C! R7 r 00 Lei $ARN PROS INC. DENALI JEFF& SHERRIE BRITTIG MONROE,WA MODEL 48-C UNION,WA Q 18'ROOF OVERHANG AT ALL 51DE5 - - - - - - - - - -A - - - - - - - - - - - - - __ G x 10 BEAM �- ---- rr-_-- - -�r - ------rr---------� II II I I tu� I I I I C4 II II II II II II 1-3/4'x 1 1-7/8'LVL.LEDGER BEAM Q I� I I q THESE PLANS ;MUST BE I ON 'THE JOB SITE I W 2 I I 5HED DORMER I I la I I R!%, `;PECTION wlu w r � V I W W �II III IW Iw I 2 x 8 PURLIN Q DO �DO 5 � I DO g 1 O I g g I I Q 24'OC. I I I g I- - 4 - - - - - I� - - - - - � - - RID uj GE - - - 4 - - - - - Li �N f 1 W d O 1 5HED DORMER 51MILAR11 I O N I w I � I 1-3/4'x 1 1-7/8"LVL LEDGER BEAM ME x I I I I - - - - - - - - 6x I BEAM - - - - - - - - - - - — — — — — — — OW w O 2'-O" 2'-0" 2'-0" a+ a o+ C) REGISTERED ROOF FRAMING PLAN '. aa;cr.Irecr 5CALE 3/I G' AAH SUTAY 1 STAT£OF WAMINGTON � � D A r ` r — —— —— CONaC' P �� I + I � {—CONT. 1 2"x 1 2' I CONC.FTG I I I I I I Gx 10 PT.PIT I 'THESE PLANS ;MUST BE CONC.FrG I o ON THE JAB SITE GxG PT.P05T N 4 INSPECTION r-I CONC.FTG 4xG PT.DOOR P05T W/1 8'0 x4'-Ow CCONC.FTG TYP. Gx 10 FT.P05T I W130'0 x4'-G' 4xG PT.DOOR P05T CONC.FTG o C7 W115"0 x4'-0' O' CONC.FTG TYP. - 4xG PT.DOOR P05T N M CONC 5LA15 5Y OWNER W118"0 x4'-g F CONC.P T'TG P. I �Yy I � 3 I z I � o 2Gx 10 PT.P05T I cn W/30'O x4'-G' 4x6 FT.DOOR POST CONC.FTG I O W/18'0x4'-O' CONC.FTG TYP. Gx 10 PT.P05T CONC..PTG 6' I - - -- --T -- - --- -- ---- - ---- U ad 00 W Q o Ca O v w6e 0x44r'-0' Lj CONC.FfG Q �3 Ow 1x O 8'-O^ O REGISTERED a POOTING PLAN `> AC 'T""T FJ.� 5CALF 3/1 G'= I'-C7 .Iq+13yTA`9 KSTAT'c GF i?tkS11::GT:/ti � �� 1 (2)51MP50N A-35 ANGLE AT EACH CORNER DET. 4 2x8 PURUN5 @ 24"OC. THESE PLANS :MUST BE 7/1 G"058 5HEATHING W/8d.NA1L5 W/(3) 1 6d NAII5 @ G'OC.AT PANEL EDGE5 E 1 2'OC. 2x6 PURUN CLEAT OPi THE JOB SITE AT INTERMEDIATE MEMBERS W/(2) 1 Gd @ EA.51DE. V;SP ECT10N (2)3/4'0 G.B. 12 O VER53ALAM(ONE AT EA.51DE) 5 F-- \ , 2x8 OVERHANG RAFTER5 2x 1 Ox24 CLEAT W/(4) 1 Gd.NAIL5 AT.EA.5IDE DET.01 DET. I 4x6 KNEE BRACE @ 45°W/ _—___ (2)2x6 FOP PLATE (2)3/4' x9 LAG BOLT5 SIM PEON LbT7A pro 5TAA-P 2x6x24 CLEAT W/ (2)2x6'TOP PLAT — rn6E PuR�/r/ 51 Ll C,e_ 2x I Ox`24 CLEAT (2)3/4'Ox9 C.BOLTS 2x I Ox24 CLEAT 1-3/4'x l l-7/8'LVL.LEDGER B 1-3/4'x l l-7/8'LVL.LEDGER BEAM 51MP5ON L5TA 24 2x8 RAFTERS @ 16"OC. DET.O 5TRAP TIE AT BOTH 51DE5 DET.O 2x8 RAFTER5 @ 16"OC. 12 12 51MP50N H2.5 HU CANE 2x8 BLOCKING 2.5�— �2.5 CUP5,lYP. 2x8 BLOCKING 2x 10 BRACING 1-3/4'x 1 1-7/8' \ D ET.® AT 1 2'-0"OC VERSALAM BEAM l9 6x 10 BEAM W/ (O 0 Gx 10 BEAM W/ ' SIMPSON CC 66 51MP50N CC 66 O 2x6x24'CLEAT W/ 6x6 PT.PO5T nl O 2x6 STUDS @ 16'OC C7] Q g (3)3/4' C.B. BY OWNER 6x6 PT.PO5T iFaYyi 15 to Gx 10 PT.PO5T Gx 10 PT.P05T - z fn DET,® 2x6 STUDS @ 10 OC 6x 10 PT.POST O Qi II1 I, BY OWNER CONC 5LAB BY OWNER (#4 AT TOP iII lII lII iII q P2x . 2)#4 AT BOTTOM 2'-0 OF FOOTING' w iEJI 4'-O" Q L11.J I I I I I I I I I 1 1 I I I I I I I 18'0 x 4'-0'CONC.FTG. -J 18'0 x 4'-0'CONC.FTG. 24'0 x 4'-6'CONC.FTG. � 30"o x 4'-6'CONC.FTG. 24'FI x 4'-6'CONC.FTG. W A A O SECTION A 5CALE I/4.= 1'-0" r� O�/ W Fl-1 O a � i E34' REGISTERED M ARCHITECT W y UTAN 1 STATE fif YdASHt?JGT4td �/ 7 L g/ l l/ 7/I G'055 5HEATHING 51MP50N L5TA30 5TRAP TIE 2x8 OVERHANG RAFTER AT EDGE PURLIN SPUCE,TYP. W/(4) I Gd.NAIL5 7/1 G'OSB 5HEATHING W/Bd.NAIL5 2x8 RIDGE PURLIN 1-3/4'x I I-7/8"VER5ALAM LEDGER @ G'OC.AT PANEL EDGE5 C 12"OC. 2xG PURLIN CLEAT AT BOTH 51DE5 2 x 8 RAFTER @ I G'OC. AT INTERMEDIATE MEMBERS W1(2) 1 Gd.NAIL5 AT EACH CLEAT 2x8 EDGE 28 W/ ON 51MP50N W5 28 1 2 TO RIDGE PUR JN 51MP50N LU28 OR 51MP50N WC 2G Z J015T HANGER5 5 1— 2x8 PURLIN @ I G'OC. 2xG PURLIN CLEAT BETWEEN W1(4) 1 Gd.NAIL5 (2)3/4'0 CB. -- RAFTER5 W/(2) 1 Gd.NAILS TO PURLN CLEAT m --- 1-3/4'x 1 1718'VER5ALAM RAFTER W1(4) 1 Gd.NAIL5 _ - 1 2xG x24'CLEAT W/ (3)3/4"q1 CB 1-3/4"x 1 17/5" —_ (2)3/4'1� CB. VER5ALAM RAFTER G x PT-P05T AT EACH SIDE OF P05T 1/2"CDY PLYWOOD GU55ET 2x x24 CLEAT W/(I G) I Gd.NAILS PER PLAN AT EACH RAFTER W/(I 2)8d. 6 x PT. POST 2xG 5TUD5@ IG'OC DETAIL 4 SCALE I' I'-Cr THESE PLANS ,MUST BE = DETAIL I ON THE JOB SITE 5CALE I'= V-0' i=(�R INSPECTION D ETAI L 3 SCALE I'= 1'-0' 2x8 A 16'OC. W/(4)) 1 Gd.6d.NAILS I W/8(4)OC NA1L5 2x8 SUB FASCIA ~ IN 10" CEDAR FASCIA Ix10 FA5CIA W//86)L6d.NAIL5 E-! 2x8 FASCIA 24'MIN.OVERLAP GQ a © (I) 13/4'x 11718'VERSALAM W Q - (4)1 G d.NAIL5 RAFTER(5:1 2) 1-3/4"x 1 17/8'VER5ALAM RAFTER TO PURLIN CLEAT W/(10) 1 Gd.NAIL5 AT EA.CONN. EA (2)2xG TOP PLATE END OF OVERLAP O G x PT. P05T 2x x24" CLEAT ZH ROOF OVERHANG W1 12) IGd.NAIL5 L%1 2xG STUDS @ I G'OC PURUN5 PER PLAN AT 5H ED DORMER 2xG STUD5 @ I G'OC. -ld 2x x24' CLEAT PURLIN CLEAT (wig W/(12) I Gd.NAILS 2x8 RIM @INTERIOR 1LL]i LVL RAFTER5 W1(3)1Gd. DETAIL 2 DETAIL j NAIL5 AT EA.SIDE. 1-3/4'x f 17/8"VEK5ALAM 2x8 5UB FA5CIA U 5CALE I'= 1'-0' 5CALE V= V-Crco LOWER RAFTER(9:12)W/ I k 10' CEDAR FASCIA (PURLIN OVERLAP @ RAPTER5) W/(10) 1 Gd.NAILS If 2x8 BLOCKING W!(G) I Gd.NAIL5 a NOTE:USE 51MP50N z W WC 210 Z AND IN5TALL BOLT5 2x8 PURLIN @24.00. W A OUTSIDE OF HUNGER 2X10 BRACING AT 12'-O'OC R G x PT.P05T 2x x24 CLEAT U LVL RAFTERS ROOF G x(15) IGd.P05 AI� r3 PLIKLIN5 PER BELOW 5HED DORMER w PLAN o FrF DETAIL 7 a, a 11 I z I-3/4"x 1 1-7/8'VER5ALAM 5CALE I'= I'-0' BRACING PER PLAN (3)1 Gd.NA1L5 AT EA.END 2x x24'CLEAT NAI PURLIN CLEAT W/(4)I Gd. AEGtSTfflEO hL( Y W1(3)3/4'OC.B. DETAIL 6 NAILS AT RAFTERS I LAC}SITsCF }- 5CALE I'- P-0' J (PURUN CONN.@ RAFTER5) I STATE OF WAUSHIIpNjGTON Q (TOP VIEW) v DETAIL 8 SCALE I'= 1'-0' 1 2xG 5TUD5 @ I G'OC TOE NAIL 2xG TO TOP PLATE W/ DET.Q2 (3) 1 Gd NAIL AT EACH CONN. 2XG TOP PLATE NAIL TO BOTTOM OF RAFTER W/ I Gd NAIL5 Q G'OC 12 (3)2xG HEADER 2XG CRIPPLE PLATE 10 HIGH WI(4)/(4) IGd NAILIL S C SIMPSON A-35 THESE FLANS ;�1UST B AT EACH END ON THE JOB SITE ="R INS^EOT10N LU J ENDWALL FRAMING AT GABLE m 5CALE 3/1(w— V-O' Q Z_ J J Q 7/I G'0513 5HEATHING Wl 8d GALV NAILS Q G'OC AT PANEL Z 2xG UG WALL W/(3)I Gd. EDGE5 4 12'OC AT INTERMEDIATE MEMBER5 LU NAIL5 AT EACH END OPTIONAL BY OWNER 2x6 5TUD5 @ I G'OC Gx PT.P05T PER PLAN BY OWNER BOTTOM 2 BOARDS: 2xG FT.51LL W/5/8'0 x 10' 2xG PT.T4G W/(5)1 Gd. ANCHOR BOLT5 AT 32"OC NAIL5 AT EACH END W/3'x3N 1/4'PLATE WA5HER U 4'CONC SLAB T(OPTIONAL) V1 Ii. a 04 I I M I I I I' (2)i4 TOP*BTM I 1—CONC.FOOTING PER PLAN ,�—,—zY—I REG4STEFIE0 Y ARCFJTECT Ti•IATJ g:1TAp @) FOOTING UNDER STUD WALLS I,STATE FFINASIUMTON 5CALE V—V-O' � b