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Home My WebLink AboutBLD2022-01076 Foundation Pin Piles - BLD Application - 8/15/2022 MASON COUNTY COMMUNITY SERVICES Permit No:'�ICI G,11GZ - D I D-ko PERMIT ASSISTANCE CENTER: -BUILDING-PLANNING•PUBLIC HEALTH-FIRE MARSHAL RECEIVED 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 Phone BefYair.(360)275-4467•Phone Ekna:(360)482-5269 A U G 15 2022 . BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMA Q : Alder St,eet NAME:Michael&Helen Lester NAME:TBD MAILING ADDRESS:Po Box 921 MAILING ADDRESS: CITY:Allyn STATE:WA ZIP:98524 CITY: STATE: ZIP: PHONE#1:360-277-0476 PHONE: CELL: 360-275-56M PHONE#2:n1a EMAIL: EMAIL:mlester@farmersagent.com L&I REG# EXP. PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER❑ NAME Michael Staten EMAIL envsotech@geotechnicalirdo.com MAILING ADDRESS Po Box 984 CITY Belfair STATE WA ZIP 98528 PHONE 360-275-9374 CELL 36"896045 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 32025-5140008 ZONING Rural Residential LEGAL DESCRIPTION(Abbreviated) CHANNEL PoiNT TRs&9&E 1tz oFTR 10&sre&mr fN TR 2&TR t of TR 14 FIRE DISTRICT Shelton SITE ADDRESS 481 SE Channel Point Road CITY Shelton DIRECTIONS TO SITE ADDRESS From Shelton on State Route 3,turn East onto SE Arcadia Road.Turn left on SE Channel Point Road. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑+ NO❑ SNOW LOAD:25 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkall than apply): SALTWATER❑� LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION 0 REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Gar2ge,Commercial Bldg,Etc.)Residence IS USE: PRIMARY[] SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part[s]ofBldg)❑ NO❑ DESCRIBE WORK Add pin piles to portion of existing foundation for landslide protection SQUARE FOOTAGE:(proposed) I ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq,ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.& 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❑ PLUMBING IN STRUCTURE? YES❑ NO❑ If yes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NC)[] 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 pernitlapplication becomes null&void if work or authorized construction is not commenced within 180 days orff 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 COUNTY CODE 14.08.42) x re �/�✓�2Z Signature of OWNER(Must be signecrby the OWNERI Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDTTIONS BUILDING DEPARTMENT PLANNING DEPARTMENT I FIRE MARSHAL PUBLIC HEALTH RECEIVED �vLv�rotech ��,�Twee►-�w� ceoteehvdcal- C—vwCrovLnttv,.taL O DratvAt3e 0 Rnadwa� AUG 15 2022 r 615 W. Alder Street August 8,2022 Mike and Helen Lester 481 SE Channel Point Road Shelton,Washington 98584 Reference: Pin Pile Calculation Report 481 SE Channel Point Road,Shelton,Mason County Washington Parcel 32025-51-00008 To Whom It May Concern, Envirotech Engineering has completed the structural design for a foundation fortification of the referenced project. The following analysis provides methods and calculations for this project, and meets or exceeds the 2018 IBC. Design Loads - The vertical and lateral loads of the structure provided below accounts for the factored dead loads and factored live loads. Snow=25 psf live Roof= 15 psf dead Floors=40 psf live Floors= 12 psf dead Walls= 10 psf dead Wind=85 mph/110 mph peak gust Seismic=Category Dl/D2 Roof Loads w=27 ft wide x 15 ft depth(25 psf+ 15 psf)= 16,200 lb total load to be carried by pin piles where 27 ft x 15 ft=conservative area requiring support 25 psf=snow load 15 psf=roof dead load PO Sox9 84 gelfaCr, washivgtovL98s�g off. f: 360-2�5J°3�4 cell: 3r'O-689-6045 evevirotecl�@geotechwicaliv�,fo.covu. c s, Floor Loads w=24 ft x 15 ft(40 psf+ 12 psf)= 18,720 lb total load to be carried by pin piles where 24 ft x 15 ft=conservative floor area requiring support 40 psf=floor live load 12 psf=floor dead load Wall Loads w=0.5 ft(10 psf)781f=390 lb total load to be carried by pin piles where 0.5 ft=width of wall 10 psf=wall load 781f=length of walls Summation of Loads W= 16,200 lb+ 18,720 lb+390 lb=35,310 lb Floor Beam Analysis Beam Parameters Maximum Bending Moment(ft-lb) Span, L 4.00 ft PL/4(point load) 0 ft-lb 1,700,00 Moment of Elasticity, E 0 psi wL^2/8(dist. Load) 2,944 ft-lb Moment of Inertia,1 443.6 in^4 El 7.54E+08 psi Mmax Total 2,944 ft-lb Support ff Bending Moment Capacity(ft-lb) (ff=fixed on ends, c=cantilever ffc=fixed on ends and center) fb=Fb*Cr*...*Cv 932 psi S=bd^2/6 0.0446 cf Bending Design Value, Fb 900 psi Repetative Member factor,Cr 1.15 M=fb*S 5,988 ft-lb Size factor, CF 1.0 Load Duration factor,CD 0.9 M >Mmax Beam Stability factor,CL 1.0 CV 1.0 5,988 > 2,944 o.k. breadth, b 3.500 in depth, d 11.500 in Page 2 of 3 t r Deflection Applied Loads Ob, Ib/ft) PL^3/48E1 0 in Point Load, P 0 5wLA4/384EI 0.0112 in P Location (c,x) x c=center of beam Total Deflection 0.0112 in Allowable x=load dist from furthest support 0.0 Deflection 0.4 in Distributed Load,w 1,472 Deflection<Allow ok Conclusions Design Pile Capacity= 12,000 lb Design Load=35,310 IN 6 vertical piles=5,885 lb per pile o.k. Envirotech appreciates the opportunity to be of assistance on this project.Please contact Michael Staten at 360-275-9374 if you have any questions or require additional information. Sincerely, Envirotech Engineering CLYDC S NVAS/f/.y�T9�� Q� 2� k 43045 FCISTER{ �SS�GNAL 8/8/22 Michael Staten,P.E. Project Director Page 3 of 3 t RECEIVED AUG 15 2022 615 W. Alder Street SCALE, 1 INCH = 50 FEET 0 25 50 HAMMERSLEY INLET TOE OF BLUFF TOP OF BLUFF EXISITNG DECK EXISTING SINGLE FAMILY RESIDENCE EXISTING DRIVEWAY SE CHANNEL1� POINT RD PROJECT/ OWNER/ LOCATIO14 CLYDe �E sT LESTER PIN PILES G� of%AS& �> LESTER 481 SE CHANNEL POINT RD PARCEL 32025-51-00008 MASON COUNTY WASHINGTON ENGINEER. 2 k 43045 ` ENVIROT BOX ECH ENGINEERING GFf FGIs F, �T HELFAIR, WASHINGTON 98528 Ss/0,\'ALE`G 518122 360-275-9374 SITE PLAN - SH 1 OF 3 t SCALE- I INCH = 20 FEET 0 Io 20 HAMMERSLEY INLET TOP OF BLUFF TOE OF BLUFF \ NEW 6x12 FLOOR \ BEAM TO SPAN EXISITNG �� ENTIRE EXTERIOR DECK — _ _ WALL SEGMENT, -4F,FX 24' LONG. FIELD VERIFY. A A (6) VERTICAL PIN PILES @ 4' SPACING, AND (2) BATTERED PIN PILES, ONE EA. END. SEE DETAILS EXISTING SINGLE FAMILY AND NOTES, RESIDENCE PROJECT/ OWNER/ LOCATION CL YL)psT�T� LESTER PIN PILES `C C. 2 LESTER 481 SE CHANNEL POINT RD 4� PARCEL 32025-51-00008 MASON COUNTY WASHINGTON ENGINEER A- ?C 43045 ZF ENVPO BQXT9B4 ENGINEERING GISTE� �r BELFAIR, WASHINGTON 98528 SS�01'.4LyG 8/8/11 360-275-9374 SITE PLAN-INSET SH 2 OF 3 } SIMPSON J57 FLOOR BEAM LEVELER WITHOUT THE BASE. J' ROD TO BE INSERTED INTO PIN PILE EXISTING FLOOR BEAM (TYP) SIMPS❑N CC❑B (TYP) NEW 4X12 DF #2 4' (TYP) BATTERED PILES TO BE BEHIND (LANDWARD) OF VERTICAL PILES, AND D❑ NOT REQUIRE AN END CAP PIER; 2' DIA. X 0.12' STEEL TUBING, ASTM A513 (TYP). SIX MINIMUM BATTERED PIN PILES ALL PIN PILES DRIV AS SHOWN, INCLINED 10 TO REFUSAL, S DEG, MIN. TO 20 DEG, NOTES,, SECTION A—A MAX. N.T.S. PROJECT, GENERAL NOTES 1. LOCATE ALL UTILITIES, AND ACCOMMODATE AS LESTER PIN PILES NECESSARY DURING PIER INSTALLATION. LESTER 2• EXPOSE F❑UNDATI❑N AT THE PROPOSED PIER 481 SE CHANNEL POINT ROAD LOCATIONS. SHELTON, WASHINGTON 3• INSTALL PIERS AT THE L❑CATIONS PER PLAN. ANY ENGINEER, CONFLICTS SHALL BE REPORTED TO THE ENGINEER. � CCYnF 4• RAISE HOME, OFFSET OR SLIGHTLY BEND PIERS IN �E S ENVIROTECH ENGINEERING ORDER TO CONSTRUCT PER THESE PLANS, c` o�".as/l T'I PO BOX 994 ,C 1�' BELFAIR, WASHINGTON 98528 5• SECURE ALL BRACKETS PER MANUFACTURERS PHONE, C360> 275-9374 RECOMMENDATIONS AND THESE PLANS. �- DRAWN BY- DATE- 6. PER THE IBC, FOUNDATIONS SHALL BE INSPECTED L,. Mcs 8i8i22 CONTINUOUSLY DURING INSTALLATION OF DEEP ? 43045 DESIGNED BY, DATE+ FOUNDATIONS (PIERS). Michaet Staten, P.E. 8/8722 7, CONTRACTOR RESPONSIBLE FOR SAFETY, AND SHALL SHEET FOLLOW ALL APPLICABLE IBC AND LOCAL CODES. SHEET 3 OF 3