The URL can be used to link to this page

Home My WebLink AboutBLD2024-01051 FLD2024-00070 Replace Pier, Ramp, Float and ATF Float - BLD Application - 8/29/2024 Docusign Envelope ID:6DA52991-11FE-4878-6018-DESE56B77D6F ^ + O� /r U MASON COUNTY COMMUNITY SERVICES Permit No: (i�J PERMIT ASSISTANCE CENTER: .BUILDING.PLANNING.PUBLIC HEALTH.FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 Phone(OD AUG n L 9 BeNair.(360)275-4467•Phone Elma:(360)482-5269 202 BUILDING PERMIT APPLICATION nr Alder Stre,= PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Larry Sullivan NAME:Caralyn Valdeman obo Integrated NW Construction MAILING ADDRESS:20631 SE 162nd Way MAILING ADDRESS:PO Box 1008131 LDING CITY:Renton STATE:WA ZIP:9e059-9072 CITY:Hoodsport STATE:WA ZIP:98 PHONE#1:425-566-2580 PHONT:253-888-5314 x 1 CELL:206-310-4239 PHONE#2:425-466-2636 EMAIL:caralyn@integratednwconstruction.com EMAIL:larysu@hotmail.com L&I REG#INTEGNC843J1 EXP. 04Q1/26 PRIMARY CONTACT: OWNER❑ CONTRACTOR 0 OTHER❑� NAME Sarah Kupers EMAIL psa@integratednw onstruction.com MAILING ADDRESS PO Box 1008 CITY HoWspol STATE WA ZIP98548 PHONE 360-9611-3441 CELL same PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number)42318-50-00020 ZONING LEGAL DESCRIPTION(Abbreviated)Lake Cushman#3 TR 20 PCL FIRE DISTRICT SITE ADDRESS90 N Sundown Dr CITY Hoodsport DIRECTIONS TO SITE ADDRESS Turn left onto WA-119 N IN Lake Cushman Rd),Turn left onto N Mount Church Dr,continue straight onto Mt Tebo Way,turn left onto N Potlatch Dr,turn right onto Sundown Or and the site is on the right. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO Q SNOW LOAD:55 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkall that apply): SALTWATER❑ LAKE 0 RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER Q REPLACEMENT USE OF STRUCTURE(Residence,Garage,Commercial Bldg.Etc.)Feed Pier,Ramp and Floating Dock IS USE: PRIMARY❑ SEASONAL E] NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Parr[s]ojBldg)❑ NO❑ DESCRIBE WORK Replace existing pier,ramp and float/Note:Include ATF pem„tting for previous float repairs to this application to streamline the permit process. SOUARE FOOTAGE: (proposed) I ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. ft. OTHER_294 sq. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attgched❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC El SEWER❑ / NEW❑ EXISTING❑+ PLUMBING IN STRUCTURE? YES❑ NO Jjyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES❑ NO❑� EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS 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 and 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 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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON sw"by COUNTY CODE 14.08.42) X E�atvLZI SULA'ln,Jr 8/16/2024 �ewex E Signature of OWNER(Must be signed by the OWNER I Date DEPARTMENTAL REVIEW APPROVED DATE- DENIED DATE TAGSINOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Docusign Envelope ID:6DA52991-11FE4878-B018-DE6E56B77D6F0 ^ + O� D� MASON COUNTY COMMUNITY SERVICES Permit No: (J�jV PERMIT ASSISTANCE CENTER: .BUILDING•PLANNING•PUBLIC HEALTH.FIRE MARSHAL \ I G 4io 615 W.Nder Street,Shelton,WA 98584 v Phone Shelton:(360)427-9670 ext 352!Fax:(360)427-7798 Phone Belfair.(360)275.4467•Phone Elma:(360)482-5269 10 BUILDING PERMIT APPLICATION AUG i PROPERTY OWNER INFORMATION: CONTRACTOR IN ON:. '+ NAME:Larry Sullivan NAME:Caralyn Valdeman obo Integrated NW Construction MAILING ADDRESS:20631 SE 162nd Way MAILING ADDRESS:PO Box 1008 CITY:Renton STATE:WA ZIP: ee'9-902 CITY:Hoodspo ZIP:98548 PHONE#1:425-566-2580 PHONE:253-888-5314 x 1 CELL.206-3104239 PHONE#2:425-466-2636 EMAIL:caralyn@integratednwconstruction.com EMAIL:larrysu@hotmail.com L&I REG#INTEGNC843J1 Exp.04/11/AN%i%G PRIMARY CONTACT: OWNER❑ CONTRACTOR 0 OTHER Q NAME Sarah Kupen EMAIL psa@integmtednw structionsmm i. MAILING ADDRESS PO Box 1008 CITY Hoodspon STATE WA ZIP98548 PHONE 360-968-3441 CELL same PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number)42318-50-00020 ZONING LEGAL DESCRIPTION(Abbreviated)Lake Cushman#3 TR 20 PCL FIRE DISTRICT SITE ADDRESS 90 N Sundown Dr CITY Hoodsport DIRECTIONS TO SITE ADDRESS Turn left onto WA-119 N(N Lake Cushman Rd),Turn left onto N Mount Church Dr,continue straight onto Mt Tebo Way,turn left onto N Potlatch Dr,turn right onto Sundown Dr and the site is on the right. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO❑r SNOW LOAD:55 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkall dwi apply): SALTWATER❑ LAKE❑� RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR[I OTHER 2]REPLACEMENT USE OF STRUCTURE(Residence,Garage,Commercial Bldg.Etc.)Fixed Pier,Ramp and Floating Dock IS USE: PRIMARY❑ SEASONAL E] NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Par4(s)ofB/dg)❑ NO❑ DESCRIBE WORK Replace existing pier,ramp and float/Note:Include ATF permitting for previous float repairs to this application to streamline the pemrt process. SQUARE FOOTAGE:(pmpared) 1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. ft. OTHER_294 sq. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING 0 PLUMBING IN STRUCTURE? YES❑ NO Q If yes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES❑ NO❑� EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS 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 and I further declare that 1 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 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 190 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X EUlyn,t�ct,Su mkl y 8/16/2024 rBllMBe!' E Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED` DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH AEx PLANNING � of C�ONSTR Scope of Work Contractor Client Integrated NW Construction Larry Sullivan \ / General Contractor Lic#: INTEGNC843J1 20631 SE 162nd Way �' CEO v ED UBI #603-600-098 Renton, WA 98059-9072 60 N. Lake Cushman Rd,Suite 109 AUG 2 9 2024 PO Box 1008 larrysu@hotmail.com Hoodsport, WA 98548 (425)466-2580 615 W. Alder Street 253-888-5314 (425)466-2636 1. PROPERTY ADDRESS. The address at which the construction work, as defined below, is to be performed is: 90 N Sundown Dr Hoodsport, WA 98548 2. SCOPE OF WORK. Contractor will provide labor, materials, and equipment to perform the work as follows: A. Demo, Removal, and Disposal a. Demo, remove and dispose of the following: i. Existing pier and float ii. All fixed pier piles and eight floating dock positioning piles iii. All existing concrete from the shoreline iv. Two existing concrete anchors v. NOTE 1:The existing mooring buoy with sinking line will be left in place B. Pier a. Construction of 4' x 29'fixed pier using Alaskan yellow cedar i. Grating shall be installed on at least 50%of the functional deck surface per code; remaining deck surface shall be 5/46 Alaskan yellow cedar ii. All (8) pier pilings shall be 6" galvanized piles driven to refusal, spaced approx 8' on center iii. Rim joists shall be 2"x 12" Alaskan yellow cedar iv. Joists shall be 2" x 8"Alaskan yellow cedar spaced 16" on center v. Support girders shall be 6" x 8" Alaskan yellow cedar vi. All cross-bracing shall be 2" x 6" Alaskan yellow cedar vii. All hardware shall be galvanized or stainless steel viii. Pier shall be constructed per engineered drawings and all applicable codes i. NOTE: Client has requested that no bulkhead be constructed around pier for protection of landward piles C. Ramp a. Installation of 3' x 6' pre-fabricated grated aluminum ramp from fixed pier to floating dock i. Ramp will have guardrails on each side ii. Float shall be positioned approx 24" from the pier D. Floating Dock a. Construction of 8' x 20'floating dock BMF-008 Rev 0 Integrated NW Construction, LLC—Page 1 i. Grating shall be installed on at least 50%of the functional deck surface per code; remaining deck surface shall be 5/4x6 Alaskan yellow cedar ii. Float shall have (4) position piles and (4) stub piles which shall be 6" galvanized piles driven to refusal. iii. All girders on floating dock shall be 4" x 8"Alaskan yellow cedar iv. All joists shall be 2" x 8" Alaskan yellow cedar v. Encased Styrofoam billets to be installed per engineered drawings vi. All outside and inside corner ends shall be galvanized vii. All plank connections shall be reinforced with galvanized metal connectors at a minimum of one side per connection viii. Pile hoops shall be attached with 3/4" lag bolts ix. 4 cleats shall be installed; Client to determine location x. Corner bumpers shall be installed on each corner xi. Side bumpers shall be installed on the front of the floating dock and two sides xii. Additional mooring capacity shall be provided by installing 6x8 AYC framing, to remain open, in triangle shape at waterward end of float b. Construction of cradle for floating dock i. Cradle shall consist of using the two landward positioning piles,four additional stub-piles,and 6x8 Alaskan yellow cedar beams BMF-008 Rev 0 Integrated NW Construction, LLC—Page 2 t oe ZIUILDING EX CONSTRUCTION Scope of Work Contractor Client Integrated NW Construction Larry Sullivan General Contractor Lic#: INTEGNC84311 20631 SE 162nd Way UBI#603-600-098 Renton,WA 98059-9072 60 N. Lake Cushman Rd,Suite 109 PO Box 1008 larrysu@hotmail.com Hoodsport,WA 98548 (425)466-2580 253-888-5314 (425)466-2636 1. PROPERTY ADDRESS.The address at which the construction work, as defined below, is to be performed is: 90 N Sundown Dr Hoodsport,WA 98548 2.SCOPE OF WORK. Contractor will provide labor, materials,and equipment to perform the work as follows: A. Demo, Removal,and Disposal r-�,E f V E D a. Demo, remove and dispose of the following: i. Existing pier and float AUG 2 9 ii. All fixed pier piles and eight floating dock positioning piles 2024 iii. All existing concrete from the shoreline iv. Two existing concrete anchors 5 W. Alder Street v. NOTE 1:The existing mooring buoy with sinking line will be left in place B. Pier a. Construction of 4'x 29'fixed pier using Alaskan yellow cedar i. Grating shall be installed on at least 50%of the functional deck surface per code; remaining deck surface shall be 5/4x6 Alaskan yellow cedar ii. All (8) pier pilings shall be 6"galvanized piles driven to refusal, spaced approx 8'on center iii. Rim joists shall be 2"x 12"Alaskan yellow cedar iv. Joists shall be 2"x 8"Alaskan yellow cedar spaced 16" on center v. Support girders shall be 6"x 8"Alaskan yellow cedar vi. All cross-bracing shall be 2"x 6"Alaskan yellow cedar vii. All hardware shall be galvanized or stainless steel viii. Pier shall be constructed per engineered drawings and all applicable codes i. NOTE: Client has requested that no bulkhead be constructed around pier for protection of landward piles C. Ramp a. Installation of 3'x 6' pre-fabricated grated aluminum ramp from fixed pier to floating dock L Ramp will have guardrails on each side ii. Float shall be positioned approx 24"from the pier D. Floating Dock a. Construction of 8'x 20'floating dock BMF-008 Rev 0 Integrated NW Construction, LLC—Page 1 }'w i. Grating shall be installed on at least 50%of the functional deck surface per code; remaining deck surface shall be 5/46 Alaskan yellow cedar ii. Float shall have (4) position piles and (4) stub piles which shall be 6" galvanized piles driven to refusal. iii. All girders on floating dock shall be 4"x 8"Alaskan yellow cedar iv. All joists shall be 2"x 8"Alaskan yellow cedar v. Encased Styrofoam billets to be installed per engineered drawings vi. All outside and inside corner ends shall be galvanized vii. All plank connections shall be reinforced with galvanized metal connectors at a minimum of one side per connection viii. Pile hoops shall be attached with 3/4" lag bolts ix. 4 cleats shall be installed; Client to determine location x. Corner bumpers shall be installed on each corner xi. Side bumpers shall be installed on the front of the floating dock and two sides xii. Additional mooring capacity shall be provided by installing 6x8 AYC framing, to remain open, in triangle shape at waterward end of float b. Construction of cradle for floating dock L Cradle shall consist of using the two landward positioning piles,four additional stub-piles,and 6x8 Alaskan yellow cedar beams BMF-008 Rev 0 Integrated NW Construction, LLC—Page 2 Docusign Envelope ID:88DBAFDD-78E8-4505-AD4B-1D9B130A78BA ` MASON COUNTY Mason County Permit Center Use: •/ COMMUNITY SERVICES FLD O�� IUD ® Building,Planning,Environmental Health,Community Health /� x'R 615 W.Alder Street—Bldg.8,Shelton,WA 98584 Date Rcvd ,q Phone:(360)427-9670 Ext.352♦ Fax:(360)427-7798 Flood Development Permit Application Owner's Name: Contractor: Larry Sullivan Integrated NW Construction RECEIVE Mailing Address: Mailing Address: 20631 SE 162nd Way PO Box 1008 AUG 2 9 2024 City, State, Zip City, State, Zip i Renton, WA 98059-9072 Hoodsport, WA 98548 5 W Alder Street Phone: 425-566-2580 Phone: 360-968-3441 Email: larrysu@hotmail.com Email: psa@integratedNWconstruction.com Tax Parcel Number: Site Address: 42318-50-00020 90 N Sundown Dr, Hoodsport, WA 98548 I understand I am making application for a permit to develop in a designated flood hazard area. The undersigned agrees that all such work shall be done in accordance with the requirements of the County Flood Damage Prevention Ordinance, building codes and all other applicable Local, State and Federal regulations. This application does not create liability on the part of the County or any officer or employee thereof for any flood damage that results from reliance on this application, or any administrative decision made lawfully there under. so.ea by. Owners Signature (required):L�"�S'"�"`"�'^ Date: 8/16/2024 R,inzoa..c_z ,c_ Scope work for review: Replace existing pier, ramp and float A. Description of Work (complete for all work): Assoc. Perm it(s):6 w22 AQXL51 1. Proposed Development Description: ❑ New Residence ❑ New Manufactured home ❑ Bridge/Culvert/Stabilization ❑ Non-Residential ❑ Fill/grade ❑ Bulkhead (new, repair, replace) ❑ Addition/Remodel/Repair to an existing structure (includes mechanical, plumbing, and work such as a re-roof). 2. The parcel has been identified in the following Flood Hazard Area: )<A ❑ AE ❑ AO ❑ VE FIRM Panel/Map 53 di f� C b R75 C Base Flood Elevation (BFE): Official Use 3. Habitat Assessment required: ❑ Yes A No, exempt per If NO, must state what exemption qualifies, if YES attach Habitat Management plan, Biological Evaluation, or JARPA Application. Docusign Envelope ID:88DBAFDD-78E8-4505-AD4B-1D9B130A7BBA 4. Are any other Federal, State, or local permits required? Must attach co ies of permits. XYes ❑ No If yes, list type: �� 5. Is the proposed development in an identified floodway? ❑ Yes XNo If yes, a No Rise Certification must be attached. B. Complete for Historic Structures (must be on historic registry). 1. Provide documentation of historic registry from Federal or State. 2. Provide a detailed letter requesting a variance. Letter must include parcel number, address of site, scope of work and mitigation items regarding wetproofing or floodproofing that are available. No work can affect or result in increase flood heights or additional threats to public safety. All mechanical and plumbing must be flood or wetproofed. No variances will be granted in a Floodway. C. Complete for NEW or Substantial Improvements Structures and Building Sites: "** 1. A FEMA Elevation Certificate is required, must be completed by a Washington State licensed Surveyor. Elevation Certificate must be attached. 2. Base Flood Elevation at the building site: feet NAVD 88 3. Required lowest floor elevation (including basement floor): feet NAVD88 4. In flood hazard areas without a base flood elevation (BFE), what is the highest adjacent. Grade? (HAG) Structure must be a minimum of two (2) feet above the HAG. The required finish floor height is D. Complete for Alterations, Additions, or Improvements to Existing Structures:*** 1. What is the estimated market value of the existing structure? $ Attached: Assessor's Parcel Detail Report OR Appraisal from a Washington State Licensed Appraiser 2. What is the cost/valuation of the proposed construction? $ Percentage Attached: Contractors Bid (FEMA Criteria) OR County Valuation per Mason County Ordinance When the cost or valuation of the proposed construction equals or exceeds 50 percent of the market value of the structure, then the substantial improvement/repair provisions shall apply. Is the proposed work a substantial repair/improvement ❑ Yes No If yes, complete section C above. J � P �• Docusign Envelope ID:88DBAFDD-78E8-4505-AD4B-1D9B1KAMM E. Complete for Non-Residential Floodproofed Construction:*** 1. Type of floodproofing method: 2. The required floodproofing elevation is: feet NAVD88 3. Floodproofing certification by a registered engineer is attached: ❑ Yes ❑ No F. Complete for Subdivisions and Planned Unit Developments: 1. Will the subdivision or other development contain 50 lots or 5 acres? ❑ Yes ❑ No 2. If yes, does the plat or proposal clearly identify base flood elevations? ❑ Yes ❑ No 3. Are the 100 Year Floodplain and Floodway delineated on the site plan? ❑ Yes ❑ No Administrative Planning Staff Signature: Date: Approved: x Denied: Building Staff Signature: , Date: I -�I - 4 Approved: Denied: Environmental Health Staff Signature: Date: Approved: Denied: Comments/Conditions: Q )ty ***A final completed FEMA Elevation Certificate must provide prior to final inspection. Mason County Flood Damage Prevention Ordinance #41-17 & International Building Codes