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Home My WebLink AboutBLD2021-00896 Addition - BLD Inspections - 5/22/2024 INSPECTION CARD Mason County 615 W. Alder St. Bldg. 8, Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us PERMIT# BLD2021-00896 PROJECT ADDRESS 2310 E St Andrews Dr N Shelton, WA 98584 PARCEL# 321225000108 PROJECT DESCRIPTION ADD COVERED & UNCOVERED DECK & RE-ROOF (new insulation and sheathing) OWNER SCHUMACHER JOSHUA J & MEGAN E ADDRESS 509 S 194TH CT PHONE 360-510-7400 CONTRACTOR ADDRESS PHONE CONTRACTOR LICENSE LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments Setback Inspection -o. 'W31zz P,� (,l,,w„ (�,ti,f-G,,,/ Insulation Inspection &a Talzs e4SS Pao ,rAj,,.X Footing Inspection � ys ^1O�""� ( BLD-Final Inspection 22 Framing Inspection (Q 2 2 as 7 D � S�e�✓� li/s/LL Foo� y / Qrss. p� 'Im S(3- 7N No!- ACo 4�k FT*.M•1 -IASPZ:- ., oL 46 2s')kaA'c. RoaPc �. club anl�R�� sb� Pass g�3/zZ l7•-zz "c>d;� e ,a� MASON COUNTY 360-427-9670 Shelton ext.352 52 0( COMMUNITY SERVICES 36 60-275-0-482-269 Elma ext.3 2 Building,Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: 41-P20Zt —00F56 ADDRESS/LOCATION: 2010 FINDINGS• Pf,44-5 ousr ar AW tENS�2e� o1. S Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: 7�—Z Z. ❑ Please contact our office regarding possible Department: 13LD structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60-482-52 Be lm ext.352 360-482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: 6L1) 20.2-1 —pipe ADDRESS/LOCATION: 2 :3Jp �J- ,s A) FINDINGS: SD« `vn Items listed above must be corrected to gain compliance. XTHIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: t6- /24- ❑ Please contact our office regarding possible Department: RL j] structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 I, r MASON COUNTY 360-427-9670 Shelton ext.352 7 Belfair ext.352 COMMUNITY SERVICES 3 0-275-360-482 52 9 Elma ext.352 Building, Planning, Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: 13L ADDRESS/LOCATION: FINDINGS: 0111 roc 9bo r- Insulal'wn &,Jink `lemoo4A ;O'n Valor P S;le- is R iS a%z Lkxd . R166 mow► 14d 3 Lam and 5��.� L );44 Aloroa �as�cnus �ea�ns Rem�;rerl � 3$ � Ala►f, Ad gt o jA— yvcm►Lj on cJ- 6rra Acr pLeN Items listed above must be corrected to gain compliance. THIS IS NOT A COMPLETE INSPECTION This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ® OK to Tns3cvQ R 38 �i•svlcc9ion Date: 7L18 A2 ❑ Please contact our office regarding possible Department: &l) structural damage incurred by recent Inspector: SQ "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 67 Belfair ext.352 COMMUNITY SERVICES 36 60 40-275-822--52 9 Elma ext.352 Building,Planning, Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: &D�OZI— ADDRESS/LOCATION: Z3/D �6 S1 /¢yc�/Pl,✓$ S`rel Lt FINDINGS• o 1-kSOZO ! de IJ o FC,14TOS sn e� fGt oo T,Q-!.�/ 1�0 "dvr ✓•� e9 y� ��r -Flo ccJ OIL 3 Z Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: ❑ Please contact our office regarding possible Department: IIL structural damage incurred by recent Inspector: L' "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 40) MASON COUNTY 360-427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60482-52 Belfair ext.352 360-482-5269 Elma ext.352 Building,Planning,Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: Oa Fl74 ADDRESS/LOCATION: 2310 4�F S�/1lrc�r-e b r Q Sod&r t FINDINGS• Cokf,�cf 6� '/ .ef o kecef rod1 •¢ - e comAec i0lX87 ZOO �s e" ereA Zove arl,qfu a- ?r ?e yx.4 z ✓er! He -4m csLu A*-4,44r oNe v�2er wt� aw or L<artej- Cor�cr orc �'ra-w�.!'�, l s d�Ie�tvi�o�'e Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: �� 7 ZZ ❑ Please contact our office regarding possible Department: azx> structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360427-9670 Shelton ext.352 COMMUNITY SERVICES 3 0-275-360-482 5269 Elma e t.352 2 Building, Planning, Environmental Health,Community Health 615 W. Alder St.Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: &p 2o21 -bo89(e ADDRESS/LOCATION: 2310 E • S�- ArejN js Dr N. sjujAan FINDINGS:_ pkfae- &Q c 4n Coak ,4,b,n yX8 40 &AM 1R &.r► Nneyefidn a& �c.J 4t Jcl�a�.t�rrs (� .�-Lass-�, C�un�•1 I,t)0. . duo✓ Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked Ion the next inspection. ej � M OK to gcnG P— Q_W ";1 Date: l01/O h2 ❑ Please contact our office regarding possible Department: BL D structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 Olson & Associates, INC. July 26, 2022 TN Miller Remodeling 1670 E Benson Lake Dr Grapeview, WA 98546 RE: Roof Insulation at 2310 E saint Andrews Dr SCh 0 M 4-C NL Olson and Associates prepared engineering for the roof extension and deck extension on the existing house at 2310 Saint Andrews Dr in Shelton. As part of the plan set, it was noted that the existing roof insulation would be improved. The current roof was made of 2x T&G planks with 1"thick rigid insulation on top. That system was approximately R-8 total (3 for the wood planks and 5 for the rigid). As part of this project, the re-roof added (2) layers of 3"thick rigid insulation on top of the 1" layer that existed. The new insulation added R-30 to the existing R-8 for a total of R-38 (the code requirements for a sloped ceiling). Please let me know if there are any questions. Sincerely, Ni. 0V WA.Sy a� CTC Matthew Zawlocki, PE, SE 0 � c 40 916 OA 7"PAL ECG .JF' PO Box 637 2453 Bethel Avenue Port Orchard, WA 98366 (360) 876-2284 www.nlolson.com A (='�A N.L. Olson & Associates, INC. August 31,2022 TN Miller Remodeling 1670 E Benson Lake Dr Grapeview, WA 98546 RE: Remodel Project at 2310 E saint Andrews Dr NL Olson and Associates prepared engineering for the roof extension and deck extension on the existing house at 2310 Saint Andrews Dr in Shelton. I understand that a recent inspection requested the engineer provide additional information about the connection fo the 4x8 rafters to the 6x 12 ridge beam. The 4x8 rafters can be secured to the ridge beam with 12" Simpson SDS screws. One screw per rafter into the ridge beam.Another option we discussed was a 3/a"thru bolt that would be installed horizontal thru the 4x8 rafter and the 6x 12 ridge beam. This is also acceptable. Please let me know if there are any questions. Sincerely, 1v107 Matthew Zawlocki,PE, SE z. �o r�40916iC. �cy4 RA L 6 `t1 SSQ (3 PO Box 637 2453 Bethel Avenue Port Orchard, WA 98366 (360) 876-2284 WWW.niolson.com jd/�v�Zz 3L-D '�—' 0Z ( -00 S h km Becher =� N.L. Olson & Associates, INC. August 31,2022 TN Miller Remodeling 1670 E Benson Lake Dr Grapeview,WA 98546 RE: Remodel Project at 2310 E saint Andrews Dr NL Olson and Associates prepared engineering for the roof extension and deck extension on the existing house at 2310 Saint Andrews Dr in Shelton. I understand that a recent inspection requested the engineer provide additional information about the connection fa the 4x8 rafters to the 6x12 ridge beam. The 4x8 rafters can be secured to the ridge beam with 12" Simpson SDS screws. One screw per rafter into the ridge beam. Another option we discussed was a 3/4"thru bolt that would be installed horizontal thru the 4x8 rafter and the 6x12 ridge beam. This is also acceptable. Please let me know if there are any questions. Sincerely, Matthew Zawlocki,PE, SE h oy H �P0 °cpt k0 91AL V, C. �ct4 PO Box 637 • 2453 Bethel Avenue Port Orchard, WA 98366 (360) 876-2284 www.nlolson.com s SCOPE OF WORK: REINFORCE WALL FRAMING AND ADD CLERESTORY WINDOWS EXIST 4x6 HDR STRUCTURAL NOTES z >_ EXIST ROOF DESIGN CRITERIA: � ,L EXIST /x8 RAFTERS 1. BUILDING CODE:2018 INTERNATIONAL BUILDING CODE C _. VERTICAL LOADS: ROOF FLOOR DECK EXIST TLG CEILING LIVE LOAD 0 psf 40 psf 60 psf ;Q SNOW LOAD 30 psf 0 pe 25 psf 3 DEAD LOAD ISPaf 10 Psf 10 psf 410 e 3. SNOW DESIGN DATA(ASCE 7.16) 10 e o EXIST 2x6 STUDS(TYP) FLAT SNOW LOAD,pC 30 psf N y SNOW EXPOSURE FACTORY.Ce:1.0 CQ z EXIST PLATE ON TOP SNOW IMPORTANCE FACTOR,is:1.0 �' h OF DDL TOP PLATE THERMAL FACTOR,cL 1.1 .� 4. WIND DESIGN DATA(ASCE 7.16) p WIND SPEED:Vult-110 mph N RISK CATEGORY:II N EXPOSURE CATEGORY 6. SEISMIC DESIGN DATA(ASCE 7.16) SEISMIC FORCE RESISTING SYSTEM:WOODSHEARWALLS RISK CATEGORY.fl GENERAL THE STRUCTURAL CONSTRUCTION DOCUMENT REPRESENTS THE FINISHED STRUCTURE.THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE.BUT NOT LIMITED TO,BRACING,SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,ETC.THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE 8 FOR THE CONTRACTORS MEANS,METHODS,TECHNIQUES,SEQUENCES OF PROCEDURE OF CONSTRUCTION.OR THE SAFETY PRECAUTIONS AND THE Pn PROGRAMS INCIDENT THERETO. Z 3 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION.RESOLVE ANY DISCREPANCIES WITH ARCHITECT. Q $I WHERE DISCREPANCIES OCCUR BETWEEN PLANS,DETAILS.GENERAL 3 m STRUCTURAL NOTES AND SPECIFICATIONS,THE GREATER REQUIREMENTS C SHALL GOVERN. y a EXISTING END WALL FRAMING ELEVATION CONTRACTOR SHALL VERIFY ALL NOTES,DIMENSIONS AND CONDITIONS g 2 PRIOR TO CONSTRUCTION.CONTRACTOR SHALL PROVIDE TEMPORARY - BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN Z m INSTALLED.ENGINEER AND DESIGNER SHALL BE NOTIFIED BY THE �¢wcol CONTRACTOR OF ANY DISCREPANCIES AT THE TIME THEY ARE NOTED < C M., e INFORM ENGINEER OF ALL CHANGES PROPOSED ON THE DRAWINGS OR SPECIFICATIONS BY THE ARCHITECT-NOTES PRIOR TO CONSTRUCTION OF " THE CHANGE. DAte: 10118/2 DRAWINGS SHALL BE USED FOR ONLY ONE CONSTRUCTION AND FOR Checked: MZ P916�,•``y ce LOCATIONS INDICATED HEREIN. Dra— MZ �'•c'.r�0(G Proj.No: 11654 Sheet: I OF 2 q� ,s EXIST 4x6 HDR NEW 442 HDR WOOD: Z NEW 6x6 POST FULL HEIGHT LUMBER SHALL CONFORM TODOCPS20. 'D j MANUFACTURED LUMBER SHALL BE AS SPECIFIED ON THE PLAN SET. NEW 2x6 TRIMMER t KING STUD(FULL HEIGHT) DESIGN OF THE MANUFACTURED LUMBER IS THE RESPONSIBILITY OF THE �•' C NEW 4x6 HDR UNDER EXIST TLG SUPPLIER. 6. JOISTS: WOOD TYPE: L 9 3 2X4 H.F.M2 C! 2X6 OR LARGER H.F.N2 .0 BEAMS: `, e w c•-r NEW 2,6 TRIMMER STUD WIDTH 4"OR LESS D.F.X2 q �•-s• WIDTH GREATER THAN 4' D.F.M2 rA LEDGERS AND TOP PLATES: H.F.Y2 W STUDS '� O 2X4 H.F.M2 N 2X6 OR LARGER H.F.#2 - POSTS: 4X4 H.F.N2 4X60R LARDER D.F.N2- 6X6 OR LARGER D F.#2 _ - CONNECTORS: METAL CONNECTORS,ANCHORS,AND FASTENERS WILL CORRODE AND LOSE LOAD CARRYING CAPACITY WHEN INSTALLED IN CORROSIVE ENVIRONMENTS OR EXPOSED TO CORROSIVE MATERIALS. THERE ARE MANY ENVIRONMENTS AND MATERIALS WHICH MAY CAUSE u S CORROSION INCLUDING:OCEAN SALT WATER,PRESERVATIVE-TREATED .C., - WOOD.FUMES.FIRE-RETARDANTS,DISSIMILAR c $ METALS.FERTILIZERS. • "s Q m �" PROPOSED END WALL FRAMING ELEVATIONDam: 10/1 o a (-Apm. J .5 .A�4 s°eoie Checked: MZ Drawn: MZ Proj.No: 11654 Sheer: 2 F 2 i NL Olson&Associates,Inc. Project Title: Schumacher 2453 Bethel Ave. Engineer: PO Box 637 Project ID: 11654 Port Orchard,WA 98366 Project Descr: (360)876-2284 Multiple Simple Beam Project File:TN Miller-Schumacher.ec6 LIC#:KW-06015858,Build:20.22.8.17 OLSON&ASSOCIATES (c)ENERCALC INC 1983-2022 Description : Wood Beam Design : new window header in qable end wall Calculations per NDS 2018,IBC 2018,CBC 2019,ASCE 7-16 BEAM Size: 4x12,Sawn, Fully Braced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species: Hem-Fir Wood Grade: No.2 Fb-Tension 850.0 psi Fc-Prll 1,300.0 psi Fv 150.0 psi Ebend-xx 1,300.0 ksi Density 26.840 pcf Fb-Compr 850.0 psi Fc-Perp 405.0 psi Ft 525.0 psi Eminbend-xx 470.0 ksi Applied Loads Unif Load: D=0.010 k/ft,Trib=1.0 ft Unif Load: D=0.50, S=1.0 k/ft, 1.50 to 4.560 ft,Trib=1.0 ft Design Summary ottf9 of Max fb/Fb Ratio = 0.782. 1 �` fb:Actual: 840.95 psi at 3.020 ft in Span#1 - Fb:Allowable: 1,075.25 psi Load Comb: +D+S Max fv/FvRatio= 0.516: 1 4x12 fv:Actual: 89.10 psi at 5.080 ft in Span#1 6.0 ft i Fv:Allowable: 172.50 psi Load Comb: +D+S Max Deflections Max Reactions (k) 2 Lr L a w E H Transient Downward 0.039 in Total Downward 0.059 in Left Support 0.79 1.51 Ratio 1833 Ratio 1211 Right Support 0.80 1.55 LC:S Only LC:+D+S Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Wood Beam Design : rtriangle window header in qable wall Calculations per NDS 2018,IBC 2018,CBC 2019,ASCE 7-16 BEAM Size: 4x6,Sawn, Fully Braced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species: Hem-Fir Wood Grade: No.2 Fb-Tension 850 psi Fc-Prll 1300 psi Fv 150 psi Ebend-xx 1300 ksi Density 26.84 pcf Fb-Compr 850 psi Fc-Perp 405 psi Ft 525 psi Eminbend-xx 470 ksi Applied Loads Unif Load: D=0.010, S=0.0250 k/ft,Trib=1.0 ft Design Summary r D(0.010)s(0.0250) Max fb/Fb Ratio = 0.069. 1 fb:Actual: 74.38 psi at 2.500 ft in Span#1 Fb:Allowable: 1,270.75 psi Load Comb: +D+S 4x6 Max fv/FvRatio= 0.032: 1 5.0 ft fv:Actual: 5.59 psi at 4.550 ft in Span#1 r - I Fv:Allowable: 172.50 psi Load Comb: +D+S Max Deflections Max Reactions (k) 12 Lr L a V. F. B Transient Downward 0.006 in Total Downward 0.008 in Left Support 0.03 0.06 Ratio 9999 Ratio 7649 Right Support 0.03 0.06 LC:S Only LC:+D+S Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: 01F W A.9 f BOA cTt A 916 44, SS/�9L3 Mason County Mason County - Division of Community Development hTA 615 W. Alder St. Bldg.8 Shelton, WA 98584 \ 360-427-9670 ext 352 www.co.mason.wa.us BLD2021-00896 ADDITION OR REMODEL- RESIDENTIAL PROJECT DESCRIPTION: ADD COVERED & UNCOVERED DECK& ISSUED: 12/03/2021 RE-ROOF (NEW INSULATION AND SHEATHING) SITE ADDRESS: 2310 E ST ANDREWS DR N SHELTON EXPIRES: 06/01/2022 PARCEL: 321225000108 APPLICANT: SCHUMACHER JOSHUA J &MEGAN E OWNER: SCHUMACHER JOSHUA J &MEGAN E 509 S 194TH CT 509 S 194TH CT DES MOINES, WA98148 DES MOINES, WA98148 360-510-7400 VALUATIONS: FEES: Paid Due Covered Deck/Carport 503.00 $11,066.00 Planning Review Fee $240.00 $0.00 Uncovered Deck 172.00 $2,580.00 Building Permit Fee $245.57 $0.00 Project Valuation (BID, 120.00 $120.00 Plan Check Fee $159.62 $0.00 ESTIMATION..) Change in Tenant- Minor EH $120.00 $0.00 Plan Review State Fee-Residential $6.50 $0.00 Technology Surcharge $8.10 $0.00 Total: $13,766.00 Totals : $779.79 $0.00 REQUIRED INSPECTIONS Setback Inspection Insulation Inspection _________________ ___________________ Footing Inspection BLD-Final Inspection Framing Inspection CONDITIONS Printed by:Ariane Paysse on:12/03/2021 03:46 PM Page 1 of 5 r Mason County Mason County - Division of Community Development / 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us ADDITION OR REMODEL- RESIDENTIAL BLD2021-00896 * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * 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. * All construction must meet or exceed all local and state ordinances in addition to 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. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. __________________________________ _ . ________.._ ______. * 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. * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * 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. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. .... ........ ...._.._..... .. ....... ........._.... .. Printed by:Anane Paysse on:12/03/2021 03:46 PM Page 2 of 5 ` P' \ Mason County F Mason County - Division of Community Development r Ai 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us ADDITION OR REMODEL- RESIDENTIAL BLD2021-00896 Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). The stamped 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, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. • All property lines shall be clearly identified at the time of foundation inspection. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * 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 Plan"to ensure these structures are shown and meet the setback conditions listed. * Before renovating or remodeling activities in pre-1978 residential buildings or child occupied facilities and to ensure your compliance with applicable Washington lead regulations, contact the WA State Department of Commerce Lead Paint Program at; (360) 586-5323 or email Ibpinfo@commerce.wa.gov.Visit www.commerce.wa.gov/lead for further information. 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. Printed by:Ariane Paysse on:12/03/2021 03:46 PM Page 3 of 5 Mason County \, Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us ADDITION OR REMODEL- RESIDENTIAL BLD2021-00896 * 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 R403.7. 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 R403.3.3 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles, "Duct Leakage Affidavit" or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not required if the air handier and all ducts are located within the heated space. * The foundation/footing must be placed on undisturbed, firm-native soil. Min. of 12" below grade. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. * All changes to "approved building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * The plan review checklist and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. * Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained Printed by:Ariane Paysse on:12/03/2021 03:46 PM Page 4 of 5 u 4 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 4D Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us ADDITION OR REMODEL- RESIDENTIAL BLD2021-00896 * Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations. B.) Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/ Perimeter Drains within 30ft, down gradient of Drainfield/ Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/ Reserve area. * Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. - ._. _-_____ ---------- * All setbacks are measured from the furthest projection of the building. * The vegetated area between the shoreline and the residence is considered to be a Fish $Wildlife Habitat ConservationPo a. Area buffer that will need to be retained. * All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. * 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 the Building Department prior to any further inspections being performed or approvals granted. * Attic Ventilation: IRC section R806 Enclosed attic and rafter area shall be supplied with cross-ventilation. The net area shall not be less than 1/150 of the area of the space to be ventilated. If 50% and not more than 80% of the ventilating area is provided from the upper portion of the space to be ventilated, then 1/300 is allowed. * All wall cavities serving as exterior walls, exposed during construction or remodeling work shall be insulated to the full depth of the wall cavity and inspected prior to covering. Insulation R-values shall be as follows: 2x4 wall cavities min. R-15 and 2x6 wall cavities min. R-21. * Un-vented roof assemblies are approved provided installation conforms with the Washington State Amendment to the International Building Code, Section 1203.3 and the International Residential Code, Section R806.5 In addition Mason County shall require proof that manufacturer specifications for the roofing material verifying that the manufacturer's warranty is approved for an un-vented attic assembly. Minimum required R-Values shall be maintained as required by the applicable energy code. If spray foam insulation is proposed Mason County shall require a site inspection, review of proposed material, and approval of the application prior to installation. Provide manufacturer specifications and identify the certified installer for review and approval. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any oth statQ/Ioco law regulating construction or the performance of construction. Issued By: Contractor or Authorized Agent: Date. Printed by:Ariane Paysse on:12/03/2021 03:46 PM Page 5 of 5