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HomeMy WebLinkAboutBLD2015-00862 Final 2 Story Detached Garage - BLD Permit / Conditions - 2/3/2017 Inspection Line(360)427-7262 �6aN "o` a� MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2015-00862 OWNER: BRENT WILLIAMS RECEIVED: 10/2/2015 CONTRACTOR: LICENSE: EXP: ISSUED: 11/13/2015 SITE ADDRESS: 2081 NE HAVEN WAY TAHUYA EXPIRES: 5/13/2016 PARCEL NUMBER: 223305000018 LEGAL DESCRIPTION: HAVEN LAKE TR 18 PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW DETACHED 2 STORY GARAGE, LIVING AREA ON THE 2ND ST RT 3 TO BELFAIR, L ON ST RT 300/NORTH SHORE RD, R ON BELFAIR FLOOR TAHUYA RD, R ON HAVEN WY TO SITE ADDRESS ON THE WATER SIDE General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 0 Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: 2 Occ. Group: R-3, U Lot Size: Deck: 48 Type of Work: ACC Fire Dist.: 2 No. of Stories: 2 Occ. Load: Building:792 Garage-Attached 805 Valuation: $ 126,124.19 Building Height: 24 Occ. Status: Unknown Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: E 25.0 Ft. Shoreline: 60.0 Ft. Water Body: HAVEN LAKE Rear: W 60.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: N 5.0 Ft. Shoreline Desig.: Urban Year: Serial No.: Side 2: S 11.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 2 Heat Pump 1 Plan Check Fee GMM 10/2/2015 $740.58 S1201500000001 Lavatories 2 Ventilation Fan 2 EH Minor Plan Review GMM 10/2/2015 $ 100.00 S1201500000001 Showers 1 Planning Review Fee GMM 10/2/2015 $205.00 S1201500000001 Water Heaters 1 Building State Fee SLC 10/26/201 $4.50 S2201500000001 Kitchen Sink 1 Building Permit Fee SLC 10/26/201 $ 1,144.95 S2201500000001 Hosebibs 2 Mechanical Permit Fee SLC 10/26/201 $36.20 S2201500000001 Urinal 1 Mechanical Base Fee SLC 10/26/201 $28.50 S2201500000001 Plumbing Permit Fee SLC 10/26/201 $75.80 S2201500000001 Plumbing Base Fee SLC 10/26/201 $24.70 S2201500000001 ADJUST--Plan Check Fee GMM 10/26/201 $3.64 S2201500000001 Total $2,363.87 BLD2015-00862 Please refer to the following pages for conditions of this permit. Page 1 of 7 CASE NOTES FOR BLD2015-00862 CONDITIONS FOR BLD2015-00862 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- The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) 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 DeFortment prior to any further inspections being performed or approvals granted. X 3) Ow r/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 4) 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 rem algy of approved documents will result in failure of required building inspections. X ��t,(, 5) ALL FURNACE INSTALLATIONS SHALL MEET THE MINIMUM EFFICIENCIES SET FORTH IN THE CURENT EDITION OF THE WASHINGTON STATE ENERGY CODE (WSEC). ANY PORTION OF THE MECHANICAL SYSTEM THAT IS ALTERED OR REPLACED SHALL MEET THE MINIMUM STAPDARDS SET FORTH IN THE WSEC AND INTERNATIONAL MECHANICAL CODE. X 011 6) THUOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X !2!1 7) Appp9ved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 8) The "approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then approval 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 Build g Department prior to any further inspections being performed or approvals granted. X BLD2015-00862 Please refer to the following pages for conditions of this permit. Page 2 of 7 9) This structure has NOT been reviewed or approved as an Accessory Dwelling Unit(ADU): A second dwelling unit detached from an existing single-family dwelling for use as a completely independent or semi-independent unit with provisions f2f cooking, eating, sanitation and sleeping. ADUs are required to meet the requirements under Mason County Development Regulations 17.03.029. X 10) 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: 3d-A ' efficiency HVAC equipment, ductless split system heat pumps, zonal control (1.0 CREDITS). X �� 11) 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 L� 12) 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 &4- 13) A concrete encased grounding electrode must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor& Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-4000. X 44__ —� BLD2015-00862 Please refer to the following pages for conditions of this permit. Page 3 of 7 14) 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 6414� 15) Owner/builder assumes all responsibility if drainfield/reser✓e 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. W foundation drains within 30ft, down gradient of drainfield/reserve area. X 16) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertic I concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X 17) 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 additions requiring a permit occur, or when one or more sleeping rooms are added or created. X 18) 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 g5ads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 19) The use, handling and storage of hazard qus materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X BLD2015-00862 Please refer to the following pages for conditions of this permit. Page 4 of 7 20) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged ZZ; be collected by the Building Department prior to any further inspections being performed or approvals granted. X 21) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. X 22) 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 esting is not required if the air handler and all ducts are located within the heated space. X 23) Proposed structure(s) must maintain a minimum of a 5' setback from all property lines, easements and 25 from all County and State Road right of ways. Setback a� re measured from the furthest projection of the structure. X 24) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or guI tion, must be reviewed and approved by Mason County prior to construction. X BLD2015-00862 Please refer to the following pages for conditions of this permit. Page 5 of 7 25) 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 Aiall be made prior to requesting additional inspections. X ,vim---- 26) All property lines shall be clearly identified at the time of foundation inspection. X Zi__� 27) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason Cour4y ordinances and building regulations. X 28) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed; The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder have pre eny ted action from being taken. No more than one extension may be granted. X 29) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, din flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 30) Retaining walls needed to support a surchar sg� uch as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X �.�.--,,, 31) 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 ite Plan" to ensure these structures are shown and meet the setback conditions listed. X 32) SHEAR WALL INSPECTION-2012 IBC A separate inspection in addition to the inspections required in IBC, Section 110 shall be required in accordance with the 2012 IBC, Section 1707.11.2. The additional inspection is required when shear wall fastener spacing is required to be less than 4-inches. The shear wall schedule shown on sheet S1 designate walls type 3 with fastener spacing less than 4-inches. The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified to inspect lateral connections, the engineer of record(EOR), or an authorized representative of the EOR. The special inspectors duties &responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the inspection special inspection reports shall be submitted to the Mason County Building Department, 426 West Cedar St, Shelton WA 98584 and also available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing inspections. X 41-1 33) All construction and demolition debris must be removed from the site after project completion. Proper isposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X BLD2015-00862 Please refer to the following pages for conditions of this permit. Page 6 of 7 34) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or properties. Silt fencing, straw. or surface matting must be installed and maintained until upland vegetation has become established. X 35) ConcretEyleachate and wash water must be contained during construction pouring, such that water quality degradation of adjacent waters does not occur. 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 PERMI APPLICAT N OF 180 DAYS WILL INVALIDATE THE APPLICATION. �gJ !9 zocs� Signature Da!!lt JL,4 et OWNER � REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2015-00862 Please refer to the following pages for conditions of this permit. Page 7 of 7 r- 0 o CONCRETE o Footings co u Isetbacks MECHANICAL coteri or Da to Date N Ex tenor Date ? By Gas 'Ping �(t(p Point By interior.Date By MANI,IFgCTURED yZ — ME HO Load/I olated Fo Exterior,pate ©y Ribbons otin ate j_ (_ Date Foundati 6 By Jtc. BGINSULATION— N - sy on Walla LAB INSULATIO ---_. Set-upBy Date �? Data � N Oat, 4 Floors -Z0 14 B F�MINCa ( (o By DataC FIRE D 3„ Date EPARTAi{ENT _ a P Walla By Date .Z LUMBING By Data rr DECKS - By Z Ground,,,, Vault By, Data �-_....__--.. ~ Date -` Date S B I Attic By Date ROPANE TANKS Av awv v Date _..._ OTHER Dare ---.__ i3v ' -. y DRALL By 1 rrr,e EX7. 4, Water Line B in t Brace Wall Date Data Date -4 rYPe �•- Z'��(o � i Firs By By Date S®Peration C45ILIAIy 8•••y,... Date _ o Fa TYpe of Insp. Pass RB9uest (o / By FINAL INSPF�p6N-- __ y' W ° f nspg� Date i ale p 0 L Z. ���� ate Done gy By. y s5 Z -Z �_ Comments o co CL 45 Out-�EsS c ( zl l'e CL a , Z 3 f � - i � a ,,•o -z ,SS, a i vM M V) 14 J � 6 i Ilk J q Vl PLANNING. ALL SETBACKS ARE MEASURED FROM THE FURTHEST PROJECTION OF THE BUILDINGS - ` h � STG -S ,o z � 1 n evj \ T PLANNING r� �� Fall E `•J4• APPROVED `" I MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE CHANGES SUBJECT TO APPROVAL By Date j 10 ,K RECEIVED OCT 0 2 2015 426 W. CEDAR ST. , ' TY DEPARTMENT OF COMMUNITY DEVELOPMENT 13uwTtt&l Ventilation Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) Owner: rcel#: Type of project: �n i [�aI Total S Ft. r� 151 Floor: _ 2" floor: / Hated asem nt: of heated area:: Heating System Type: O Electric wall heater O Electric Central Furnace O LPG Furnace O Heat Pump with electric furnace O Heat pump with gas furnace 4D Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: O Prescriptive Option Table R402.1.1 Compliance Method O Component Performance, R402.1.3 — Calculation worksheets required Check one:: O Other (Specify): Check one 4 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 (M1507.3.4) 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 Energy credits complete a window schedule in order to verify that the fenestration area does not 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 non-glass glazing materials. — 0.5 points b) 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): OCT 0 2 2015 Using Option number(s): -- 426. W. CEDAR ST ,3c] w 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- lass cilazin materials. Manufacturer Location U-Factor Size Quantity Total (rough opening) Square Feet Total Fenestration: windows, skylights and door area MASON COUNTY RESIDENTIAL PLAINS SU-BMITTAL CHECKLIST Owner's NamWq-. y " 011116-M j Date: Reviewed By. Documents: / �:VjBuildmg Permit Application Completed y Stormwater Chec vlPlanning Intake Checklist Completed, - r 3 Site plah includes:Allowable building area,roof overhangs,decks,etc. Fire Apparatus Access Road info required? Yes/ Energy Code Application Form-O Electric wall heater O Electric central furnace O LPG Furnace O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) / • Ductless Heat Pump O ecify: Mechanical/P1 bing Applic o -WATER HEA FUEL TYPE/LOCATION • AIIA _Engineering? e o now load. Seismic: D2_ Stock Plan-a oved snow 1 Se' D2_ J 1✓ianz4ac ed Homes-4 FLOOR PL-kNS PLcj�-clucy Fo elation Type: ANSUMan e method Engineered footiag/founda' Basement Decks: veered? covered over 4 x 6 and over Z. on plans required. Constructio PZans: ✓ 3 COMPLEF SETS f_Pans Legible / cognized Scale elevation Views ✓Cross Section oundation Plan _✓Roof Framing Plan _ loor Plan-Use of rooms noted(all floors) _e'F''loor Framing Plan-all floor levels including loft, crawlspace,etc. (<200 S.F. ??-stairs 10' G _4Zt)e6k Framing Plan,incl cov.porch framing N BU Plan Details- �oof framing details,truss lay-out may be needed (Hip and girder location shown) �j Wall Framing-Does bearing-wall height exc1 e;A'?(�� neering may be required) En I �Q _✓Floor framing: Floor joists(size&spacing). ff"��-- _ 1F1 Fyn,IS}- 1(po�' ,Floor be �endow headers. Typical header.�Xi3 If .n.o. Garage header. g)C ►3 2 undation:footing size,reinforcement Crete Walls-Does Concrete Wall Height Exceed 8'? (Engineering may be required, see details) Landings at all exits?Less than 30"abov44 d Ne '^ =4 �Pd By Furnace-Location of Furnace i U f LQ,Q+QV&,P—Fue1 tvpe. --�F� apples/Stove Information Shown-Fuel Type? Locaiion(s): Wmdow Sizes Marked on Plans Braced wall panels (shear walls)marked on plans or lateral 5n.15tng? e Co S: A 1�0) ENG G REQ f'j�— Braced wall panels/brace wall lines are not marked on plans (R602.10) OCT U 2 2015 Amount and location of bracing does not meet ruinimum required in Table R602.10.1 426 W. CEDAR ST�, 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 IRREGULAR BUILDINGS R3012222 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 L beyond the braced wall line. 3)End of B WP 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. 3'�permit tech building checklist doc Revised 11-29-2007 Mason County Building De partment.artm ILDING Residential Deck, Stair, Landing and Guard AN Guard installed on all decks over 30"above oracle. The greatest riser and the greatest stair Spaced so a 4"sphere Vertical Pickets at handrail tread shall not exceed the cannot pass through. smallest by more than 3/8." Graspable handrail on all stairways with 4 or more risers. Not less than 34"and not more than 38" vertically from nose of tread or walking surface. Minimum Guard Height 36" Handrail ends shall t be returned or shall terminate in newel) posts or safety terminals. " N Ledger at wall: 10"min. 1 Indicate ioist size/soacino Decks shall be Stair nosing not less than positively anchored 3/4"but not more than for lateral&vertical 1-1/4"on all solid risers Indicate beam loads.See Mason unless tread depth is at 7 3/4 size/spacing.Provide County deck ledger p max. positive connection post attachment detail. least 11." Decks shall be self I I' supporting if connections cannot Indicateff%�­rrlusl acing I be verified during Indicate fasteners stringer siz . I inspection.R502.2 Space perdecking maTriangular opening formed by 4"x4"x16"masonry 12^ riser/tread/guard are permit- block with asphalt min ted to be open so that a 6" shim. sphere cannot pass through. tal a tweed rt at this Provide 4"wood/earth clearance here, location. 6"all other areas. Concrete footing 12"below grade when deck is greater than 30"above grade.See foundation info on reverse side. 426 W. CEDAR STs, Typical Door with 3 Risers CONSTRUCTION MATERIALS Illuminate stairs Decay resistant woods with controlsCj,,�34"min Landings are required on heartwood of r edwood,cedar, located at top aneach side of each black locust and pressure bottom of stairs. exterior door. preservatively treated wood Exception:A landing are all acceptable material foris not required with use in deck construction. Field two or fewer risers. applied treatment is not an acceptable method. Fasteners for pressure preservative Landings shall not be treated woods shall be of hot- 36"min more than 1-112" dipped galvanized steel, landing lower Than the top of stainless steel,silicon bronze j� the threshold. or copper. Field cut ends, Min.10"run Exception: notches and drilled holes of ' -The landing shall pressure preservatively treated not be more than 7-3/4"lower wood shall be retreated in the than the threshold provided the field in accordance with AWPA 36"min Max.7 3/4"rise door does not swing over the landing. M4. landing IRC R319&R320. Handrail Details IIf IN.MIN. I%IN.MIN. 7V=IN.MIN. All stairways with 4 or more risers shall ,4 W.TD2 W. ,�/,w.T021N. have at least one handrail. Such handrails �MIN, shall be placed not less than 34" nor more than 38" above the nose of the treads and shall be continuous for the full length pf the IN.MIN. flight. Handrail ends shall be returned or 14<Itt T02IPA. 314 IN.MAX terminate in the newel post or safety termi- nals. Handrails adjacent to the wall shall 41N.To2,. have a space not less than 1 W between .� the wall and the handrail. Circular hand- rails shall have an outside diameter of at least 1 1/" and not more than 2." Handrails NOT ACCEPTABLE with a perimeter greater than 6 %"shall wore Otlwr wy,c mey Ea�ptable M 2rr PaMa en WlhYenI9T4Wrp art—s.a mra PN2�M a Bxua,Tooa.ass provide a graspable finger recess on both sides. Handrails shall not project more than 4 %Z"on either side of the stairway. ,�. 251s IN. 25/,IN. 211,IN. 211.IN. FOUNDATION SUPPORT SYSTEMS • Decks 30"or less above grade: Minimum 12"x12" manufactured pier. • Deck 30"to 5'0"above grade: Minimum 14"x14"manufactured pier set 12" below grade. • Decks greater than 5'0"above grade: Minimum 18"x18"x18"poured in place footing set 12"below grade. All deck posts shall have a positive post to footing and positive post to beam connection. Deck height is measured at the lowest point within 5'0" beyond the walking surface of the deck. DECK PLAN EXAMPLE ONLY APPROVED JOIST HANGERS EXISTING BUILDING *BEARING REQ'D — FOR MFG.1OME MATERIALS [ES(6IBE & PA Nc 11 li:�T'HkH LJ1= II I II l !1 *DES BE POSTS &PIER SIZES & SPACI G L*DESCRIBE R M JOIST *D' CRIBE BEAM IZE& SPACING * yw 30'0" t MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 279, Shelton, WA 98584 N.Gr www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 Deck Ledger Attachment Details & Specifications Please see Mason County Checklist item #56 and #69 for additional wood and fastener requirements Fastener spacing for solid sawn deck ledger to an existing band (rim)joist. (Deck Live Load = 40 psf& Dead Load = 10 psf) • Joist Span 6'-0" and 6'-1" to 8'-1" to 10'-1" to 12'-1" to 14'-1" to 16'-1" to Less 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" Connection Details On-Center Spacing of Fasteners /2" diameter lag screw with 15/32" 30 23 18 15 13 11 10 iaximum sheathing /2" diameter bolt with 15/32" 36 36 34 29 24 21 19 iaximum sheathing 12" diameter bolt with 15/32" 36 36 29 24 21 18 16 iaximum sheathing and '/2" stacked rashers • Lag screw tips shall extend beyond the inside face of the band/rim joist • Maximum gap between band/rim joist and ledger shall be '/z"with spacer(s) • Flashing shall be installed to prevent water intrusion at structural attachment • Deck Ledger shall be minimum 2x8 pressure preservative treated No. 2 grade lumber • Lag screws and bolts shall be staggered per diagram below C co typical spacing N Q stagger fasteners typlcal � � v o in 2 rows lag screw, thru-bolt, anchor with washer lag screws must be hot- dipped galvanized or v stainless steel only (V � y screw must penetrate 1.1f2"shank length must extend through beyond band board a minimum of 1I2" (no threads) existing band board Please see typical diagrams on reverse for construction details. Typical Construction Details Deck Ledger shall be 2x pressure preservative treated No. 2 grade lumber(2 x 8 minimum) Ledger shall be equal to(or greater than)joist sizes larger than 2 x 8 nominal Sheathing 1/2" hot-dipped galvanized bolts Housewrap or and washers, _ building paper staggered Flashing membrane Washers create 1/2" Y1 drainage space ' — —1 • �:: PT deck joist U _ PT deck ledger Band joist exterior sheathing remove siding at ledger prior to installation existing 2x band board continuous flashing with drip edge or 1-1/4" min. manuf_ solid rim joist 1/2" dia_ lag screw or thru-bolt floor joist a a _ Ojoist s 2xgd + embed anchors • 2-1/2" min. 4 ' deck joist concrete or solid masonry wall • 1/2" dia- expansion • anchors 2x ledger board RECEIVED Request To Revise An Approved Plan APR 19 1 2016 Permit Number: BLD 0 15 - 2 Name 616 A Alder Street Parcel Number - - ) Phone Number daytime ( 3(oD) 34 -7,2o 3 Project Address Mailing Address Zo'S ( t- IC w i L�gyp. OIL. Please provide a complete, detailed description of the proposed revisions to the approved plans: & on t F sMo j- > OvZ �r�� L V�rl� ��dL SSZ7�tRs - �• t� eA w�&uJ '�J�?sf� > t�aST lti S�P'P+�� �r�=1L: G'�A't�.yJ�LC. �1euCttcrP�tl.� SC'c G►- 1r ���as »cm 'Tn Pz71C,-r ►. Cove r?zcr- �wr 40",►.a-0cGa«.-,Jw Are two sets of the revised plans or addendum indicating the changes included? ❑ Yes ❑ No Are the approved site plans included? ❑ Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? ❑ Yes ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? X Yes ❑ No If Yes, Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? XYes ❑ No (Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.) Does the proposed revision modify the footprint or location of the structure? ❑ Yes Nd�o If Yes, Is a revised site plan, with all new setback dimensions included A ith this request? ❑ Yes ❑ No Additional Information is jrWtse-a lt> N(-cowxo9 -ram Oh sTNiR 001 0 T&L- tJyerg— \0 a"— As JAj f M, "ia 5" 2 e% ,-410 L��W �Applicant's signature Date: / (o Office Use Onfy Received by: Date Sent Assigned To Approved By Date Original Valuation: $ B Igll0 Le ��� `�ZS� Additional Valuation: $ Sq.Ft. x$ $ Sq.Ft. x $ $ Total New Valuation $ ditional Fees: dditional Planning Dept. $ dditional Plan Review $ Additional Conditions / Comments: dditional Building Permit \� dditional Plumbing $ �� dditional Mechanical $ ti Additional E.H.Dept. $ Other $ PIi,,rey,ei,l OLD v;e-j �4 otal Amount Due: Re $ �� Qnt .5-1*59 a63-;�Idlk 41 1 5 Amount To Be Paid Up- ront$ y ,0� 31. 3(� 1 �I A-06re, r L �� (-ko ( DECK TO HOUSE LATERAL LOAD CONNECTION International Residential Code/WAC R507.2.3 R507.1 Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connections to the structure cannot be verified during inspection, decks shall be self-supporting. For decks with cantilevered framing members, connections to the exterior walls or other framing members, shall be designed and constructed to resist uplift in accordance with Table R301.5. LATERAL ATTACHMENT: Decks more than 30-inches above grade, measured 36-inches beyond the deck, Lateral load connections shall be permitted to be in accordance with Figure R507.2.3.. Hold down tension devices shall be installed in not less than 2-locations per deck, with an allowable stress design capacity of not less than 1500 pounds. OPTION: Lateral load connections may be installed in accordance with Figure R507.2.3(2), using holdown devices min. 750-pound capacity, evenly distributed and within 2-ft of each end of the ledger and attachments at shown. HOLD-DOWN OR SIMILAR TENSION DEVICE FLOOR SHEATHING NAILING AT 6 IN.MAXIMUM ON CENTER TO� JOIST WITH HOLD-DOWN + + + + + + + + + + 77 FLOOR JOIST �DECKJOIST FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS Siding Sheathing Note: Flashing for This detail is applicable where i floor joists are parallel to deck water f{ghtness joists. Decking I ! Deck joists Table R502.3.1(2) r.` Approved joist hangers 2"min. f' Pressure treated 2x ledger with fasteners per IRC Table R507.2 Ilk Holdown device min 750#capacity \ at 4 locations,evenly distributed along deck&1 within 2'of each Floor joists end of the ledger.Holdown devices shall fully engage deck joist A fully threaded 3/6"diameter lag screw predrilled wlrnin 3"penetration to top plate,studs,or header. Figure R507.2.3(2) eor�. MASON COUNTY , Permit No:,"bitI Ili-06 DEPARTMENT OF COMMUNITY DEVELOPMENT i; BUILDING•PLANNING•FIRE MARSHAL (360) 427-9670 Shelton ext. 352 http://www.co.mason.wa,us/community dev/ (360)275-4467 Belfau ext. 352 426 W Cedar Street, Shelton WA 98584 (360) 482-5269 Elma ext. 352 BUILDING PERMIT APPLICATION • Awn PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Peow T LJ k L4,1 A-"5 NAME: MAILING ADDRESS: ( v MAILING ADDRESS: CITY-5,"a lk STATE: W A. ZIP: g8TS& CITY: STATE: PHONE: 0 -Z20 CELL: E7 5 -G t0 S— PHONE: CELL: EMAIL:151tia(��e g e- EMAIL : L&I RE,G# EXP. CONTACT : OWNER X CONTRACTOR ❑ BELOW ❑ NAME: SSE A-S 1�3c� MAILING ADDRESS: CITY: STATE: ZIP: PHONE_- EMAIL: PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 122-330'S-0-000 1 8 FIRE DISTRICT LEGAL DESCRIPTION(ABBREVLA.TE ) : SITE ADDRESS ZDS vle V o CITY '1'pi�W/!� DIRECTIONS TO SITE ADDRESS 'no L&KJE: IS PROPERTY WITHIN 20 FT: SALTWATER❑ KE)LA 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 'g ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) IS USE: PRIMARY❑ SEASONAL❑J NUMBER OF BE ROOMS NUMBER OF BATHROOMS 2 DESCRIBE WORK, A_S St�2P/CaIA,4 N/ SQUARE FOOTAGE: 1ST FLOOR sq.ft. 2ND FLOOR7q;L sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK 'j sq.ft. ST RAGE sq.ft. OTHER sq.ft. GARAGE��sq.ft. ATTACHED ❑ DETACI�D [rCARPORT sq.ft. ATTACHED ❑ DETACHED ❑ \ ZIANU HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRE D r;..3 MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER 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 or owner's legal representative. 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 legal representative, 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 permittapplication 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 CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) Signature of OWNER Date DEPARTMENTAL REVIEW APPROVE DATE DENIED DATE T ONDITIONS BUILDING DEPARTMENT Ge PLANNING DEPARTMENT FIRE MARSHAL GAD BUILDING PERMIT FEE FIRE ACCESS AND GRADE PLAN REVIEW GEO-TECH REVIEW PLUMBING&BASE FEE STORMWATER REVIEW MECHANICAL&BASE FEE TOTAL FEES WOOD/GAS/PELLET STOVE VIOLATION INVESTIGATION FEE PLANNING REVIEW FEE VIOLATION FEE ,�y 1 :ire' ) y �4� + 'vil "SF .. ,��'M�'1��'�, .., •e�:�`!tY'11��±��•G k' i-��tc� ,:. 4 Co MASON COUNTY PERMIT N0.11612.41*-d�8LP7 DEPARTMENT OF COMMUNITY DEVELOPMENT 4 BUILDING•PLANNING•FIRE MARSHAL _ WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. 111,426 West Cedar Street (360)275-4467 Belfair ext. 352 rssa Shelton,WA 98584 (360)482-5269 Elma ext.352 BU1LQLU6B4'NG & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Cyr-ti'r ta:tM-04 NAME: MAILIN ADDRESS: 2dS1 t4 - tkk WX MAILING ADDRESS: CITY`TNkk( A STATE: WA ZIP: 9 10!� CITY: STATE: ZIP: PHO -We 10ELL o 22�o PHONE: CELL: EMAIL: ' EMAIL : L&I REG# EXP. PARCEL INFORMATION: _ PARCEL NUMBER(12 DIGIT NUMBER): 2233 b--5 L -000 19- LEGAL DESCRIPTION(ABBREVL4TED): SITEADDRESS: 7_cP( Oe- A-X\ CITY: `0k4ayit, • DIRECTIONS TO SITE ADDRESS: 1+kbA LA14 C TYPE OF JOB NEW >C ADD ALT REPAIR OTHER USE OF BUILDING L�IahJkL /SIP/ems LOCATION OF FIXTURES/UNITS—I sr FLOOR 2ND FLOOR_X_BASEMENT GARA _)!�_OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS / Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPG Natural Gas Ductless Toilets '1— Type of Unit No.of Units Fees Bathroo�Sink Furnace _ t� Bath Tabs Heat Pump Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher —� Kitchen Exhaust Hood Hose bibs Dryer Vent Other Iu(t6-AL I Solar Panel 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 PPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. ^ X L�A C Z ca Signature of Applicant Date X .-17-- , J Owner/Owners RepresentativefContractor Print Name (indicate which one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT i PLANNING DEPARTMENT FIRE MARSHAL