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HomeMy WebLinkAboutBLD2021-01604 - BLD Permit / Conditions - 12/13/2021 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 B DD2021-01604 BULKHEAD OR DOCK- RESIDENTIAL PROJECT DESCRIPTION: REPAIR OF EXISTING BULKHEAD BY ISSUED: 12/13/2021 EXCAVATING BEHIND BULKHEAD &TYING IN FOOTER &3 BUTTRESS WALLS; CONSTRUCT NEW WALL BEHIND EXISTING EXPIRES: 06/11/2022 BULKHEAD TO STRENGTHEN EXISTING WALL SITE ADDRESS: 70 E MADRONA BEACH LN UNION PARCEL: 322325400013 APPLICANT: WOOLSTON, ROBERT OWNER: ANDERSEN RICHARD T&JANET L 5409 91 ST AVE SE C/O GAYLE E WOOLSTON MERCER ISLAND,WA 98040 MERCER ISLAND,WA98040 206.359.3259 CONTRACTOR: INTEGRATED NW CONSTRUCTION P O BOX 1008 HOODSPORT,WA98548 206.310.4239 GENERAL CONTRACTOR'S LICENSE: INTERGRATED NW CONSTRUCTION LLC License: INTEGNC843J1 PO BOX 1008HOODSPORT,WA98548 Expires: 04/21/2022 253.888.5314 VALUATIONS: FEES: Paid Due Project Valuation (BID, 233100.00 $233,100.00 Plan Check Fee $1,243.06 $0.00 ESTIMATION..) Building Permit Fee $1,912.40 $0.00 Planning Review Fee $240.00 $0.00 State Fee-Residential $6.50 $0.00 Technology Surcharge $63.11 $0.00 Building Plan Review/Change of $120.00 $0.00 Use-Onsite Sewage Total: $233,100.00 Totals : $3,585.07 $0.00 REQUIRED INSPECTIONS Setback Inspection Foundation Wall-Pre-Pour Inspection Footing Inspection BLD-Final Inspection Printed by:Kate Campbell on:12/13/2021 03:39 PM Page 1 of 3 a 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 BULKHEAD OR DOCK- RESIDENTIAL BLD2021-01604 CONDITIONS " 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. * 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). * 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. * 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. * 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. * 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. * 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. * 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. * 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. * 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. * The foundation/footing must be placed on undisturbed, firm-native soil. * 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. * 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. Printed by:Kate Campbell on:12/13/2021 03:39 PM Page 2 of 3 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 BULKHEAD OR DOCK- RESIDENTIAL BLD2021-01604 " 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 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 destruction or alteration of Fish and Wildlife Habitat Conservation Area's or their buffers through removal, excavation, grading, dumping, discharging or filling of any material; clearing; shading; intentional burning; vegetation removal (terrestrial, freshwater, or marine); planting of non-native vegetation that would alter the character of the FWHCA or buffer; or the construction or placement of structures or increasing the structural footprint shall undergo mitigation sequencing and shall require a habitat management plan. * Proper erosion and sediment control practices must be used on the construction site and adjacent areas to prevent upland sediments from entering shoreline waters. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent soil from being carried into surface water by stormwater runoff. Sand, silt, and soil will damage aquatic habitats and are considered pollutants. * The proposed project must be consistent with all applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason County Shoreline Master Program. * 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 submitted to the Mason County Building Dept., 615 W Alder St, Shelton, WA 98584, prior to the footing and final inspections and available for inspection. 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. Th granting of a permit es not presume to give authority to violate or cancel the provis'ons ny of r tate/local law r ing construction or the performance of construction. LV&� 0 - IN11. Issued By. Contractor or Authorized Agent— Date: 1,V3 b)) Printed by:Kate Campbell on:12/13/2021 03:39 PM Page 3 of 3 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY i COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 f �„ BELFAIR:360-275-4467,EXT 352 Building,Planning.Environmental Wealth,Community Health ELMA:360-482-5269,EXT 352 -- www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspecti n. hp Permit Number BLD2021-01604 Date Issued 12/13/2021 Issue B Project REPAIR OF EXISTING BULKHEAD BY EXCAVATING BEHIND BULKHEAD&TYING IN FO R&3 BUTTRESS WALLS;CONSTRUCT NEW WALL BEHIND EXISTING BULKHEAD TO STRENGTHEN EXISTING WALL Site Address 70 E Madrona Beach Ln Applicant WOOLSTON,ROBERT Contractor INTERGRATED NW CONSTRUCTION LLC Contractor Phone 253.888.5314 Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type BULKHEAD OR DOCK- Occupancy RESIDENTIAL -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.** PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks ?._� Z Slab Footing Perimeter Point load Footing Footing Interior°' S -tip :�1�, M�q� L" Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other 1 st COUNW COMMt13 M.-SERVICES Ponnit;tip,, ParRJlt72 ASSts"AK40 Goqlzt� .ate.r�.vuauc+�er.�r.;ram azaR�>wt. 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TE3N TC}SE fiXf I Rem(MASON a21 tr d t!➢YN"'Imustow,to nmt itv tlti OWItERI044. j llr 4 d1EAt R8YIf3W` r�ll'PYt(l1*F f. '.lIKA'tI<! At 19D, CSATE TACStI'tt l . KYIIYDITIO.NS Fllt.��S9�B48f3itL MASON COUNTY Shelton(360)427-9670 ext.352 j 14 DEPARTMENT OF COMMUNITY SERVICES Belfair(360)275-4467 l P Mason Count Bldg.8,615 W.Alder Street Y Elma(360)482- 5269 Shelton,WA 98584 www.co.masonma.us REQUEST FOR BUILDING PERMIT EXPEDITION Date: 11 Nov 2021 Permit No.: BLD2021-01604 Name: Robert Wnnlstnn Mailing Address: 5409 91st Ave SF. Mercer Island,WA 98040 Parcel.Number: 32232-54-00013 Site Address: 70 E Madrona Beach Ln Union Request due to: ❑Medical Hardship ❑Fire Damage [NOther Explanation of Hardship: The existing bulkhead is leaning 8" toward the water and is in imminent danger of falling over into the Hood Canal. There is an SFR behind the bulkhead. Must include supporting documents.This may be a letter from a doctor,insurance claim report,report of fire damage from appropriate fire district representative or other relevant documentation. I(WE)understand the intention of this form to determine and document justification for expedition of a building permit to alter or reconstruct a structure on the above named property. Signature Owner gent: OFFICIAL USE ONLY Request: oApproved I1Denied Date: 11 ZuIl'Zv2I Request denied for the following reasons: Signature: �`"� Director of Community Services i Ccivil&structural ENGINEERING engineering&planning Nove mber 22, 2021 Mason County Building 615 W. Alder St. Shelton,WA 98584 RE: Sea Wall Located at 70 E. Madrona Beach Lane Union,WA 98592 To Whom it May Concern: CG Engineering was retained by the property owner to make a condition assessment of the concrete seawall. We have made two visits to the site,once in August 2016 and again September 23, 2021. When we first looked at the wall in 2016 we found it in poor condition. At that time the wall had rotated out of plumb approximately 4" and was spalling at multiple crack locations. Rust was showing through the wall where reinforcing had corroded. The north end of the wall had a large diagonal crack about 4" wide. It was completely detached from the wall beyond it. It had moved outward about an inch and also rotated approximately 4". The wall beyond this point appeared to be in good condition. We also obtained measurements of the wall including the footing size. We found that the footing was undersized with a bearing pressure of 6,000 psf under typical design loads. This likely was causing a bearing failure and rotation of the wall. In September of this year, we re-evaluated the wall and found it had rotated another 2 inches since we were there last. Cracking of the wall and corrosion of the reinforcing was all noticeably worse. We had a geotechnical evaluation completed and found the allowable bearing to be less than 2,000 PSF. We also observed that the weepholes at the base of the wall were not functioning. The footing is clearly undersized, the wall is cracking and spalling, and the wall reinforcing is rusting. In addition, the large diagonal crack at the end of the wall is allowing seawater to get behind the wall which is likely putting hydrostatic pressure on the wall since the weepholes are not functioning. Due to these issues,we consider this wall to have failed and in danger of completely falling over. We have provided a replacement design that needs to be implemented as soon as possible. This should be considered an emergency repair/replacement project and the permitting expedited. VY G WA a tOVAL 11/22/21 250 4th Avenue South,Suite 200 Edmonds,WA 98020 ph.425.778.8500 1 f.425.778.5536 www.cgengineering.com ANDERSON -WOOLSTON c ENGINEERING I: ITT SEAWALL REPAIR 70 E MADRONA BEACH LANE UNION, WA 98592 Aw VICINITY MAP OWNER CONSULTANTS .xo+uox STRUCTURAL ENGINEER SOL'GEOTECH ENGINEER LEG LDOESC.RIPTION PARCELs NUMBER n �\ wW PROPERTY INFORMATION 2 _ SOFT n eu�oru romce xr "I ITT x., xDTTPG SCOPE OF WORK uxwx rnsTnr: � \ l F� � \ \�� DESIGN: CCC �+,.x vK.xx a+mnw euvx+•o :7 .xG iKw.ne wa.. `\ [nsnxGxwN a CHECK: ObT NO: R1JG].+O ItWRM� \ D,VE: +o/+v/z+ ,/Cs syE��'P � FWFOS<PNn,R[R WNt z S I Z U CO \ I O I m ED O Z ED Ce CO Z \ t I I K Q Q Z < J `\ O Q 3 �� EC w W W SITE PLAN © a o? 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INT ae[[n,El 0 nurr[nieoau a[e xoaoui[a n[ixroncw°sr[[Wx[Wnx[M xn °C1U� S1.1 i � S "= ANDERSON-WOOLSTON SEAWALL 10/199/21 PERWSUMUa 'x Z 70 E MADRONA BEACH LANE $e�Gl coVJ 0 UNION, WA 98592 Gu VVT.s m a Ya M_ 'IA BULKHEAD REPAIR PLAN O S ENGNEEROVG .. raa f..e>ne-ssse coven e.u.�` i • wree suem nmo wx oHAa rsew� ...1 .0 nv xooaoe.us r eomue wxc �� mm�xn woe mmxc wxc wn,9e j I I f w.o x¢uu muxo n9,raxo9z "-' .:{I � o�sn.e w.�� nwe w.ee w.0 ae�n�raw>�wu. w �� w� w�p�aixPo�uos �� ow/r c•n umxn w.0 tVr � 9s.s vxo eron xo.es,aeuu,oo HAxswe � wrsxenr `omeeaoswaoxs:�n�now.uiwns eneoeuxwwv8 +�' �• snncH .per, n,o,vxooe �:4G"K �epwonx !^�• N�miaxaes A:,p/A xa¢tanw exn0ee« � 19nvn* xere«>ewxex w.0 ° , w.r.rava Kn A" m»G.M.e �exm..wa �¢ 1 Il �I 5 xe.Nn.00 xx �r TYPICAL CONCRETE WALL REINFORCING DETAIL 2 SECTION o RETURN WALL SECTION eeA,E.Nn ,n-•,a sa 3a mnwurror mrswxr,oe OEBICN: CCC DRAWN: AD CHECK: a? JOB NO: 21 J6S.10 OATS: 10/19/Ri ,w• es•,r aHoa¢ewrc rs9 u•«vuT n•,r«xa¢ J J z ZQ W J J VI Q 2 U rs pra mrsc¢xr rs9,r ai«Ee« O< co In J 3 zp a+ tOn 3; U Assxawn �� >n� p w O z o z any (n RETURNWALL SECTION END WALL SECTION WALL SECTION SKEET: S3.1